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Plans (3) PLM 2018-00227 1 of 2 _ _ , _ _ , ::::\ -'2-- C _is/ 0 v 7.-(----Th.,\ 7,--- \ --1----- W _ _ ((------- 0 o 7:/q._..., - 6i\ -i------77.---] o� C orand 3 oo MILDRENDESIGNGROUP.0 9 ARCHITECTURE • SPACE PLANNIN( 7650 S.W. Beveland, Suite 120 _ Tigard, Oregon 97223-8692 (503) 244-0552 - r R}CEIV :.. „y,.. .. �.117 .. ,ate .. o- ail III �— ter .: M ,� �:. ,,, � OVA �'� .. f a • - = CI'gY O TIGAAD y .V•' „J� "" � .w`..r .. ': ,y.,Y !!rn .. .tea,` ~ $ µ - `F_. - " ruts ^ - �` #111111.4451.. * -,� -I �� DXNG SOIL 4. a n ,....40101511°. Abiriarliit ... ..@off - 1 .te ., , r Rit w ..,.�„ — 4110'"+.• , %. . ►. . n...; - �h 17-7.--- w .x r' tit ,...„. , __ , „...w ., . 110- - ,L r ......4% ' „lime, , AN0 ,„ r ., ,.. .: _ ,. a - ,, ::r .,ted _.'?W. .....%"4\ IC;..%. �e. ,� r , 305• �f V ... .M. ,.�. , ,. W L E. R. - r '�,. : � � , •.. , ; sir �r �s ti 1 1( ♦. \_ { .„,,:,.•, f •.- . ;k C:S#. '--,- 1 1. ..... 14 OF 00 :Mft -a ` 'dpi: { A i ` - _ Client lab lit w 1.41.1" *U . . t. , , rl r, "'. 720 NE Grand Ave. int '' � `{ Portland, Oregon 97232 _ ' rJ ` ;..- ' ' s'¢ Project: **. %"� .• r ( Ate:;G _a.. New Building xn -µ „I , I.ice. :i , Y , si . hay I ,. t f co.#v ! ',.4•. vw.'Zr.,y,.•s.:.g-.+A..-...,4...L'-?*•.asa 9"v.Ws ,a.p..rk.:5^+..+:a.-.:6.tA•.+n�.w,.+: 114' t' - 4.- .{i-.g. 'P.. op-sr"'.•1.. 1' 4 • F, ; a �y . 1 3 ; ' 4 31 i '$ f i f ,.y �f, s t . , i ? .; ,fFii 4. fi;-' r..: at . . , + - a ; � iti d 10125 SW Washington Sq Rd.. Portland, Oregon 97223 ,1'," _ Sheet Title: Cover Sheet Index Legal Description: Sheet 014 A0.1 COVER SHEET NE i SECTION 35, TOWNSHIP I SOUTH, RANGE 1 WEST OF THE WILLAMETTE MERIDIAN, CITY OF TIGARD, 0 Al. ? OVERALL SITE PLAN WASHINGTON COUNTY, OREGON TAX ID NUMBER 1S135BA00101 Q CO GENERAL NOTES & LEGEND d Cl EXISTING CONDITIONS PLAN—SOUTH Zone Analysis C1.1 EXISTING CONDITIONS PLAN—NORTH C2 GRADING PLAN—NORTH CITY OF TIGARD ZONE: MUC 1.14 C2.1 GRADING PLAN—SOUTH Approved PdALLOWABLE USE TYPE: OFFICE 0 C3 STORMWATER PLAN—NORTH Conditionally Approved [ ] SALES ORIENTED a C3.1 STORMWATER PLAN—SOUTH See Letter to:Follow [ j PERSONAL SERVICES Washington Square n �C? C3.2 SANITARY SEWER AND WATER PLAN — NORTH Attached... EATING AND DRINKING FACILITIES J C3.3 SANITARY SEWER AND WATER PLAN — SOUTH Permit Number• ALM OlM 'dU e C4 SITE DETAILS Addr • -\1;. SJd. `s't'� c.��� ..„4.1., 4 a� PROPOSED USE TYPE: MOTOR VEHICLE SALES --� Z Revisions: C4.1 SITE DETAILS By:-� Date: ''-3o--/ ' MOTOR VEHICLE SERVICE/REPAIR Ii `eS C5 EROSION AND SEDIMENT CONTROL COVER `S' Lc't:f C4.2 SITE DETAILSCr ��;I c,7Elc 1 SHEET Site Data co 9 otzgeI C5.1 CLEARING AND DEMO, MASS GRADING EROSION AND SEDIMENT CONTROL PLAN AREA: % COVERAGE: % COVERAGE ALLOWED: C5.2 GRADING AND UTILITY CONSTRUCTION SITE 195,448 SF (4.48 A) N.A. EROSION AND SEDIMENT CONTROL PLAN C5.3 EROSION AND SEDIMENT CONTROL DETAILS 2 n C6 PUBLIC IMPROVEMENT PLAN IMPERVIOUS AREA AREA OF /I3 SALES/REPAIR BUILDING AREA: 65,669 SF 33.6% WORK co to,'sY;a[uuo,A. PAVILION BUILDING AREA: 1,435 SF 0.7% PAVING AREA: 98,290 SF 50.3% HWY TOTAL IMPERVIOUS AREA: 165,394 SF 84.6% �^ 217 r.•:`-. 4�.td�arttr CSaku:a St HWY SMILDREN DESIGN GROUP, P.C., 2018, ALL AREA: % COVERAGE: % COVERAGE REQUIRED: 99W1-5 RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF LANDSCAPING 30,054 SF 1 5.4� MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY SPACES PROVIDED: SPACES REQUIRED: +; MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. PARKING STANDARD: 81 85 = 38,576 (1/1,000) Date: 13 March 2018 I COMPACT: 0 = 27,093 (2/1,000) Drawn by: Checked by: HANDICAP: 4 W/REDUCTION TOTAL SPACES PROVIDED: 85 JCM WEM BICYCLE PARKING 13 13 = 65,669 (0.2/1,000) Alik Vicinity Map Job Number: 116139 Sheet TRASH AND RECYCLING 269 SF 263 SF = 65,669 (4/1,000) MI, Site Plumbing Permit Submittal - May 2018 Ao. 1 ./ Keynotes C)- ____,...., ! _ 1. PROPERTY LINE WITH 1" STROKE WITH 6" HIGH LETTERS AT 25' INTERVALS 1 L _ - ` � `��` � ; ; 2. ELECTRICAL VAULT 18. 26'--0" WIDE SWINGING GATE WITH KNOX BOX "`"'` 'Il d� ; 3. JAGUAR/LAND ROVER CAR DEALERSHIP 19• 28'-0" INSIDE TURNING RADIUS AND 48'-0" OUTSIDE MILDREN DESIGN GROUP, P.0 R P, ` / wili 4. SECOND FLOOR OFFICES ABOVE TURNING RADIUS WI "� fif i 5. PARTS AND SERVICE WITH PARKING ABOVE „ ARCHITECTURE - SPACE PLANNINL 6. COVERED OUTDOOR VEHICLE STORAGE 20. 44'-0 WIDE SLIDING GATE WITH KNOX BOX 7650 S.W. Beveland, Suite 120 / EXISTING 7. DISPLAY PAVILION - 21 FIRE HYDRANT SEE CIVIL Tigard, Oregon 97223-8692 I ly 22. FDC LOCATION - SEE CIVIL g g 41) -110,_ / RETAIL 8. TRASH AND RECYCLE ENCLOSURE 23. 4" HIGH SIGNAGE AT HOLLOW METAL DOOR STATING "FIRE (503) 244-0552 9. ACCESSIBLE CONNECTION TO SW WASHINGTON SQUARE ROAD / CONTROL ROOM 10. SECURITY FENCE I AL -- �,1, 11. EXISTING PARKING 24. 4" HIGH SIGNAGE AT HOLLOW METAL DOOR STATING 12. STAMPED CONCRETE AT ACCESSIBLE "ELECTRICAL ROOM" / / " ^ ROUTE TO PUBLIC R ��: .: !'`7�� STREET AT DRIVE AISLE 25. 24'-0" WIDE SWINGING GATE 13. KNOX BOX 26. BUS STOP J --- t. V Com , 1� 14. FIRE APPARATUS ACCESS ROAD TO SUPPORT NOT LESS 27. EXISTING UTILITY POLE TO REMAIN, PROTECT DURING BANK 11 THAN 12,500 LBS POINT LOAD AND 75,000 LBS LIVE LOAD. CONSTRUCTION. INSTALL STREET LIGHT FIXTURE ON �3' -� •,� 15. AERIAL26' --- ;/ \ � _ FIRE APPARATUS ROAD WIDE, 15-30 FEET FROM EXISTING POLE. I a f ' V� BUILDING 28. RELOCATE UTILITY POLE TO NORTH. CONTRACTOR TO L__- �. �� r' 16. NO PARKING - FIRE LANE SIGNS - FOR ROADS 20-26' ON COORDINATE WITH FRANCHISE UTILITY PROVIDER. INSTALL --� ; / ' STREET LIGHT FIXTURE. J 1 O BOTH SIDES. FOR ROADS 26 -32 ON ONE SIDE. NOT I ^/ � 29. LOCATION OF RELOCATED UTILITY POLE ` J g� � '/ _;i: REQUIRED FOR ROADS OVER 32' , C • 30. CONSTRUCT 12 WIDE PUBLfC SIDEWALK TO CITY OF TIGARD ell" CI 7 I 1 f 3 " / �`�� 17. PAINTED CURBS WITH "NO PARKING FIRE LANE" PAINTED ill J L__J I / \ �\ AND WASHINGTON COUNTY STANDARDS. SEPARATE PERMfT / `-./` ' _F.... 4 ♦ =` `� � REQUIRED 1 i i 31. PUBLIC SIDEWALK EASEMENT 41) afr 0 �if, � . / / '�1 It �"'��� _ .. -. . w: - 1 � ! ., 40 -?_Nr, ,ri _ _ _ _ _ _ _ _ _ __ . EXISTING m _ / _ 0 r: RETAIL ' `� 305• iv • , V 0 ' / WI L E. 1 R. ''' L 4.1°_ illE" - - n .1 O 0 i 134 1 & i I ED . 3 n e EIVI �J L OF 0. , \ / -\........:....._z,'""''''"''''-..„......................„ / /\/C \ • //\/4 4/ I la - �7 -s 9- - l f~ ` Client: •. JLR - -- -. . itl - - - - _ _1 _ _I . /N'Ir• . ; 1• / k 0 281-44 - ! �f,�D 1 II 11 = I � ® ,1 S� /•• I. <-\ I 4 *41P'" .> {7 c()) 1 11 0 ' ® ,PIP i EXISTING 720 NE Grand Ave. itas' r r �► RESTAURANT 1 0 Portland, Oregon 97232 o SEE SHEET A1.2 ,Ill. ' 1 !- 7,477 S.F. • 1 il At. '_ . MATCWLINF ! 1 SEE SHEET A1.3 � - - ! �' T �►�� 411) = 1' � ° - - ® t / 0 I -'1t� �•�� '1- "46- 44,.... JPIP " 0. 0 4 1 Project: o pit , 0.-"iimil =r ;� '��� �" oy New Building ���, �/ .�!%`��►, r ED �� / 3'7 t ) ,-,-.004;mow, , i .4,5.... -4,..40 ...,................ ,......, 1 a 410:At 44 I* 4 GI , _. . \ i fv,-.....J 0: t \/\\-4 ft4 PP Pi, -, � /41 �. .rli: !4.®����j�■e�� . 41114-'''' ,a I -___J _ ; 10125 SW Washington Sq Rd. ►.,' _.�!< ���'w ���p ��� ,�11 ® ��"`i,‘ �'_ _ \ Portland, Oregon 97223 F41) .1 itIci:47/ --- -- , 4441itsrli. Ab/ 49 v. '. , , i i 1 0 o.... ,./. , /4i°11=1 4744* 4 v Sheet Title: ��.��.�®.•.rA� Overall ,�► ;'-4 i 414./ ��•�,•®�;,• .' , _o. a .\/ Fire and Life . PAW Ali. .0 *t /. I rRO Litriti*,, .4kyq *. egureill s Y .14.1bvi 4. 1-4 et 'wAipko. ■ �� � 4111111:41:1111111" :°41): 4111P.' . . ./►I ■ Site Pl n siir4,1 �. s0 / 4 11444,,./ /4 -....., .....A. „Th ..., , ww, -witimeo 41411._,.. ",,,,, • r� ! ►, Revisions: �,v „ ` �1 MINI s , 10 f lr �1� O T&A''-• 41:000gt 0 b 0 ' \' /4 -7: -( -7/ * a . , I & ■ I ill 0 ibk„.,.. / ---c.<.4..,/ lii, - t 0 N CD . 1 (...) , tot (6/ v c../ 4,61 Akip, . 4ort .. . „01 lb 14111P * id / .64**** . illip : .: 231 0 PI I V 27� �% 4 i 0 RIGHTS RESERVED O MILDREN DESIGN GROUP, P.C., 2018, ALL / THESE DRAWINGS ARE THE PROPERTY OF - MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE ORIN AY MANNER, EXCEPT WITH THEODUCED PRIOR WRITTEN / PERMISSION OF MILDREN DESIGN GROUP, P.C. g / r Date: 13 March 2018 r f Drawn by: Checked by: a JCM WEM elk Overall Fire and Life Safety Site Plan Job Number: 116139 Sheet my 1 0 20 40 80 A1 . 1 GENERAL UTILITY NOTES GENERAL GRADING NOTES LEGEND74ket,„„„---------„. 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE JURISDICTION. 1 . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE JURISDICTION AND THE PROJECT PROPOSED EXISTING MILDREN DESIGN GROUP, P.C. 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE PLUMBING GEOTECHNICAL INVESTIGATION. CODE, BUILDING CODE, AND THE FIRE CODE. WORK IN THE RIGHT OF WAY SHALL ALSO CONFORM 2. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION PROJECT BOUNDARY -- . 1. �rzcrnrtCru�� SPACE PLANNING TO THE STANDARDS OF CITY OF TIGARD AND OREGON DEPARTMENT OF TRANSPORTATION (ODOT). DOCUMENTS, INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. PROPERTY LINE - - 7650 S.W. Beveland, Suite 120 3. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION 3. THE CONTRACTOR SHALL NOTIFY THE OREGON UTILITY NOTIFICATION CENTER (800 332 2344) EASEMENT LINE - - Tigard, Oregon 97223-8692 DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION, FENCE - x x Voice: 503-244-0552 4. THE CONTRACTOR SHALL NOTIFY THE OREGON UTILITY NOTIFICATION CENTER (800 332 2344) 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES SUCH AS GAS, CURB Fax: 503-244-0417 THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION. TELEPHONE, POWER, DATA, ETC. CONFIRM VAULT LOCATIONS WITH THE ARCHITECT. EDGE OF PAVEMENT iii //1 5. EXISTING CONDITIONS BASED ON TOPOGRAPHIC, BOUNDARY, AND UTILITY SURVEY PREPARED BY 5. THE CONTRACTOR SHALL KEEP THE ARCHITECT AND JURISDICTION INFORMED OF CONSTRUCTION 1' CONTOUR 191 - - - -191- - - - WH PACIFIC, DATED MAY 2017 AND APRIL 2018. PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. 48 HOUR NOTICE IS 5' CONTOUR 190 - --- 190--- - 1M I\ 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES SUCH AS GAS, REQUIRED, STORM SEWER LINE SD STM TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM VAULT LOCATIONS WITH ARCHITECT. 6. EXISTING CONDITIONS BASED ON TOPOGRAPHIC, BOUNDARY, AND UTILITY SURVEY PREPARED BY WATER LINE W WAT 7. THE CONTRACTOR SHALL KEEP THE ARCHITECT AND JURISDICTION INFORMED OF CONSTRUCTION WH PACIFIC, DATED MAY 2017 AND APRIL 2018. T.M. RIPPEY PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. 48-HOUR NOTICE IS 7, FINISHED GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT. IN 10 FT. OF THE GRADES SHOWN FIRE WATER LINE FW REQUIRED. AT SUBGRADE AND TO WITHIN 0.03 FT. IN 10 FT. AT FINISH GRADE. CONTRACTOR TO ALLOW SANITARY SEWER LINE SS SAN CONSULTING ENGINEERS 8. THE CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS. EXISTING UTILITIES AND FOR PLACEMENT OF REQUIRED TOPSOIL AND PLANTINGS IN ROUGH GRADING. GAS LINE - GAS POINTS OF CONNECTION TO EXISTING UTILITIES AND LOCATIONS WHERE NEW UTILITIES WILL CROSS 8. GRADING ELEVATIONS AS SHOWN ON PLANS ARE FINISHED GRADE, WHICH INCLUDES PAVING, BASE OVERHEAD UTILITY WIRE OHW 7650 SW , Oeland, Suite 100 Tigard, Oregon 97223 EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR BY POTHOLING PRIOR TO ROCK, AND SUBGRADE SOIL. GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE GRADING UNDERGROUND POWER LINE PWR Phone: (503) 443-3900 CONSTRUCTION OR ORDERING MATERIALS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SCHEDULE WITH BOTH EXCAVATOR AND PAVING CONTRACTOR. COMMUNICATION LINE PWR Fax: (503) 443-3700 POTHOLING SUCH THAT IF CONFLICTS ARE ENCOUNTERED, SUFFICIENT TIME EXISTS TO PREPARE 9. SEE PROJECT GEOTECHNICAL ANALYSIS PREPARED BY GEODESIGN, INC. FOR PAVING, EXCAVATION, EXISTING FEATURE OR CONDITION MODIFIED DESIGNS AND HAVE THE MODIFICATIONS APPROVED BY THE JURISDICTION WITHOUT FILL, AND COMPACTION REQUIREMENTS. �E) IMPACTING THE PROJECT SCHEDULE. CATCH BASIN CB 9. THIS PLAN IS GENERALLY DIAGRAMMATIC. IT DOES NOT SHOW EVERY JOINT, BEND, FITTING, OR 10. IF DEWATERING IS REQUIRED DURING CONSTRUCTION, THE CONTRACTOR SHALL PREPARE A TOP OF CURB TC ACCESSORY REQUIRED FOR CONSTRUCTION. DEWATERING PLAN CONSISTENT WITH CITY OF TIGARD AND CLEAN WATER SERVICES (CWS) REQUIREMENTS, AND OBTAIN APPROVAL OF THE PLAN FROM BOTH JURISDICTIONS PRIOR TO GUTTER G ���� �i ROri 10. INSTALL CLEANOUTS AT 100' MAX. AND AT ALL LATERALS PER CODE. PROVIDE CLEANOUTS AS PROCEEDING WITH DEWATERING, INVERT ELEVATION IE c * p REQUIRED BY THE CURRENT OREGON PLUMBING SPECIALTY CODE. NOT ALL REQUIRED CLEANOUTS w 15504 4 -y- i:: • ARE SHOWN. 11. THE CONTRACTOR SHALL CLEAN ALL CATCH BASINS AND STORM LINES IMPACTED BY SITE PERFORATED PIPE PERFIllNiue- DEVELOPMENT FOLLOWING COMPLETION OF CONSTRUCTION OR AS DIRECTED BY THE CITY OF STORM SEWER MANHOLE SDMH 1 1_ UTILITIES WITHIN XCT FEET OF A BUILDING SHALL BE CONSTRUCTED OF MATERIALS APPROVED TIGARD AND CWS. NO SEDIMENT SHALL BE ALLOWED TO ENTER NEW OR EXISTING INLETS. SANITARY SEWER MANHOLE SSMH 4111, \ '"' . OR aN FOR INTERIOR USE AS DESCRIBED IN THE CURRENT EDITION OF THE PLUMBING CODE. 12. RETAINING WALLS TO BE CONTRACTOR DESIGN-BUILD MODULAR BLOCK. MATERIAL TO BE AS ``G a'` STORM SEWER CLEANOUT SDCO 4 25, '‘c 12. CHANGES IN DIRECTION OF DRAINAGE AND SEWER PIPING SHALL BE MADE BY THE APPROPRIATE APPROVED BY ARCHITECT. SANITARY SEWER CLEANOUT SSCO �9rQ OG) USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES PRESENTED BY ONE-SIXTEENTH L KOR BENSWED, ONE-EIGHTH BEND, ONE-SIXTH BEND OR OTHER APPROVED FITTINGS OF EQUIVALENT TOP OF STEP TS f EXPIRES: 6/30/19 BOTTOM OF STEP BS 13. IF DEWATERING IS REQUIRED DURING CONSTRUCTION, THE CONTRACTOR SHALL PREPARE A TOP OF WALL TW DEWATERING REQUIREMENTS� CONSISTENT CITY OF IGARD ACLEAN AND OBTAIN APPROVALOFTHEPLAN FROM BOTH JURISDICTIONS URS CTER SERVICES C ONSPRIOR)TO BOTTOM OF WALL AT FINISHED GRADE BW PROCEEDING WITH DEWATERING. TV VVD CONSTRUCTION SEQUENCING NOTES FINISHED GRADE FG Client: 14. THE CONTRACTOR SHALL CLEAN ALL CATCH BASINS AND STORM LINES IMPACTED BY SITE 1. CONTRACTOR TO POTHOLE AND VERIFY LOCATION, ELEVATION, AND SIZE OF EXISTING WATER MAIN. FOOTING FTC JLR DEVELOPMENT FOLLOWING COMPLETION OF CONSTRUCTION OR AS DIRECTED BY THE CITY OF 2. CONSTRUCT NEW 8" ZINC-COATED D.I. MAIN IN POLYETHYLENE ENCASEMENT (PER TVWD 2018 WATER SURFACE ELEVATION WSE TIGARD AND CWS. NO SEDIMENT SHALL BE ALLOWED TO ENTER THE STORM SYSTEM. STANDARDS). INSTALL 2" CARVS AT ALL INTERMEDIATE HIGH POINTS (PER TVWD DET 405). GROWING MEDIUM GM 15. COORDINATE WITH TUALATIN VALLEY WATER DISTRICT (TVWD) FOR PROVISION OF NEW DOMESTIC 3. CONTRACTOR TO FLUSH, DISINFECT, AND TEST NEW 8" MAIN PRIOR TO CONNECTION TO EXISTING BOTTOM BOT WATER METER FOR BOTH BUILDINGS. CONTRACTOR TO INSTALL ABOVE GRADE REDUCED PRESSURE MAIN. COORDINATE WITH TVWD FOR INSPECTION AND TESTING. GENERAL GRADING NOTES GGN BACKFLOW PREVENTER (RPBFP) ADJACENT TO DOMESTIC WATER METER. RPBFP TO BE INSTALLED IN A CITY OF TIGARD AND WWD APPROVED HEATED ENCLOSURE. PLACE 4"-THICK CONCRETE 4. UPON APPROVAL OF TESTING BY TVWD, COORDINATE WITH TVWD FOR SHUTDOWN OF EXISTING GENERAL UTILITY NOTES GUN PAD ON 2" OF 1"-0" COMPACTED CRUSHED AGGREGATE. PAD TO EXTEND MINIMUM OF 12" MAIN. TVWD INSPECTOR WILL PROVIDE NOTICE TO EFFECTED CUSTOMERS. REDUCED PRESSURE BACKFLOW PREVENTER RPBFP BEYOND ALL SIDES OF ENCLOSURE. CONTRACTOR TO INSTALL 2-INCH SERVICE PIPE FROM METER 5, CONTRACTOR TO PROVIDE WRITTEN SEQUENCE SHUTDOWN PLAN TO TVWD WITHIN A MINIMUM TWO TUALATIN VALLEY WATER DISTRICT TVWD TO MAIN BUILDING RISER ROOM. CONTRACTOR TO INSTALL 1 -INCH SERVICE PIPE TO EAST WEEK NOTIFICATION PRIOR TO SHUTDOWN OF EXISTING MAIN. CONTRACTOR IS LIMITED TO 4-HOUR BUILDING RISER ROOM. SIZE OF DOMESTIC SERVICES, CAPACITIES OF METER, BUILDING DOMESTIC SHUTDOWNS(S), TUESDAY THROUGH THURSDAY ON NON-SCHOOL DAYS. '720 NE Grand Ave. WATER DEMAND AND SIZE OF PIPING TO BUILDINGS IS ASSUMED AND TO BE CONFIRMED BY BUILDING PLUMBING DESIGNER PRIOR TO CONSTRUCTION OR ORDERING MATERIAL. CONTRACTOR 6. CONTRACTOR TO PROVIDE WRITTEN DE-WATERING PLAN FOR EXISTING PIPE AND TRENCH. EFFORT Portland, Oregon 97232 TO DETERMINE REQUIRED BACKFLOW PREVENTER TYPES PRIOR TO CONSTRUCTION OR ORDERING SHALL BE MADE TO NOT ALLOW WATER FROM DITCH TO ENTER PIPING. PROVIDE ADEQUATE SUMP MATERIALS; COORDINATE WITH BUILDING PLUMBING DESIGNER. CONTRACTOR TO DETERMINE IF AND PUMPS AT CONNECTION POINTS. IT SHALL BE AT TVWD'S SOLE DISCRETION TO ALLOW REMOTE METER READER IS REQUIRED AND PROVIDE AS DIRECTED BY TVWD. IRRIGATION CONNECTION TO WATER SYSTEM. CONNECTION 1S TO BE DOWNSTREAM OF MAIN BUILDING WATER METER AND TO BE OF TVWD 7. CAP AND/OR PLUG SECTIONS OF EXISTING MAIN AT BOTH ENDS OF ABANDONMENT. COORDINATE Project: APPROVED TYPE. SEE LANDSCAPE PLANS FOR DISCUSSION OF IRRIGATION BACKFLOW PREVENTER INSPECTION WITH TVWD. PIPE AND FITTINGS SHALL BE SWABBED AND A VISUAL PRESSURE TEST New Building AND CONTINUATION TO IRRIGATION SYSTEM. NO CONNECTIONS MAY OCCUR BETWEEN DOMESTIC WILL BE CONDUCTED. METER AND BACKFLOW PREVENTERS INSIDE BUILDINGS. 16. EXISTING WATER METERS TO BE REMOVED BY TVWD. CONTRACTOR TO COORDINATE WITH DISTRICT 8. UPON ACCEPTANCE, COORDINATE WITH TVWD TO PUT MAIN IN SERVICE AND TO FLUSH MAIN. N FOR SCHEDULING THIS WORK. WD TO TAKE WATER QUALITY SAMPLE. 17. SIZE OF DCDA IS ASSUMED AND TO BE CONFIRMED BY CONTRACTOR IN CONSULTATION WITH 9. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR OBTAINING PASSING WATER QUALITY SAMPLES. BUILDING FIRE SYSTEM DESIGNER. ANY EFFORTS BEYOND SAMPLING BY TVWD SHALL BE BILLED TO THE CONTRACTOR ON A TIME AND MATERIALS BASIS AT TVWD DISCRETION. 18. INSTALL AUTOMATIC DRAIN VALVE IN VAULT AT LOW POINT OF FDC LINE, PROVIDE DRAINAGE FROM VAULT TO CITY OF TIGARD APPROVED LOCATION. SIZE OF FDC PIPE IS ASSUMED AND TO BE CONFIRMED BY BUILDING FIRE SYSTEM DESIGNER. FDC TO CONFORM TO REQUIREMENTS OF TUALATIN VALLEY FIRE AND RESCUE (TVF&R) 10125 SW Washington Sq. Rd. 19. SITE HYDRANTS TO ALSO CONFORM TO REQUIREMENTS OF TVWD AND 1VF&R. CONNECTIONS TO Portland, Oregon 97223 EXISTING PUBLIC WATER MAINS TO CONFORM TO TVWD REQUIREMENTS. ABANDON EXISTING PUBLIC WATER LINES ON SITE AS DIRECTED BY TVWD. 20. BUILDING SANITARY PIPE SIZES ARE ASSUMED AND TO BE CONFIRMED BY BUILDING PLUMBING Sheet Title: DESIGNER BASED ON THEIR CALCULATION OF DESIGN FIXTURE DISCHARGE. SEE BUILDING PLUMBING PLANS FOR SANITARY CONTINUATION WITHIN BUILDINGS. 21. CORE EXISTING STORM MANHOLES AS REQUIRED FOR CONNECTIONS OF NEW PIPE(S). REVISE General Notes CHANNELS AS REQUIRED. RAISE MANHOLES UTILIZING PRECAST COMPONENTS AS REQUIRED. ROTATE CONES AND RELOCATE STEPS TO CONFORM TO NEW PIPE LOCATIONS. FILL EXISTING & Legend PENETRATIONS CAUSED BY PIPE REMOVAL WITH NON SHRINK GROUT. 22. REMOVE EXISTING MANHOLES AND PIPE WITHIN BUILDING FOOTPRINT. FIVE FEET BEYOND BUILDING FOOTPRINT, MANHOLES MAY BE FILLED WITH COMPACTED AGGREGATE TO 4' BELOW FINISHED TRADE. ABOVE THIS ELEVATION, REMOVE MANHOLE COMPONENTS. PIPE 5' BEYOND BUILDING FOOTPRINT TO BE ABANDONED MAY BE REMOVED OR GROUTED FULL. 23. PROVIDE FOUNDATION DRAINAGE CONFORMING TO RECOMMENDATIONS IN PROJECT GEOTECHNICAL ANALYSIS BY GEODESIGN, INC. PROVIDE BACKFLOW VALVE AT CONNECTIONS TO STORM LINE. VALVE TO BE INSTALLED IN A VAULT OF SUFFICIENT SIZE TO ALLOW MAINTENANCE ACCESS TO VALVE. 24. PUBLIC SITE SANITARY SEWER LATERAL WITHIN GREENBURG ROAD RIGHT OF WAY TO BE INSTALLED BY CONVENTIONAL EXCAVATION AND TRENCHING. CORE EXISTING PUBLIC SANITARY Revisions: MANHOLE AS REQUIRED FOR CONNECTION OF NEW LATERAL. REVISE CHANNEL AS REQUIRED. PLUG EXISTING PIPE WITHIN RIGHT OF WAY WITH GROUT AND FILL EXISTING MANHOLE PENETRATION. INSTALL CLEANOUT AT RIGHT OF WAY. SEPARATE PERMIT REQUIRED FOR WORK WITHIN RIGHT OF WAY. 25. CONNECT EXISTING SANITARY LATERAL FROM RESTAURANT BUILDING TO NORTH. SEE GENERAL UTILITY NOTE 8. 26. COALESCING PLATE OIL-WATER SEPARATOR CONFIGURATION, TYPE, AND SIZE IS ASSUMED. THE CONTRACTOR'S PLUMBING SYSTEM DESIGNER TO CONFIRM SEPARATOR TYPE, SIZE, AND CAPACITY BASED ON THEIR DESIGN OF BUILDING FLOWS AND PROVIDE FINAL INFORMATION FOR CONSTRUCTION, 27. EXISTING SANITARY SEWER LATERAL ON SITE TO BE REMOVED OR ABANDONED IN PLACE AND GROUTED FULL. 28. CAP (E) TVWD 8-INCH PUBLIC WATER MAIN AT PROPERTY LINE & REMOVE OR ABANDON PIPE TO EAST. CONTRACTOR TO ABANDON 8-INCH WATERLINE BY PULLING (E) VALVE & PLUGGING TEE. CAP ABANDONED PIPE WHEREVER PIPE IS TO REMAIN TO THE EAST. COORDINATE SHUTDOWN WITH MILDREN DESIGN GROUP P,C., 2018 TVWD. ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: 01 May 2018 Drawn by: Checked by: TMR Job Number: 17260 Sheet Permit Submittal - May 2018 CO / I \ \ NOTES: witI / / m • TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY WH PACIFIC, DATED APRIL 2017. // • ELEVATIONS DEPICTED HEREIN ARE BASED UPON THE WASHINGTON COUNTY VERTICAL DATUM. / EXISTING • EASEMENTS DEPICTED FROM DOC. NO. 97-108989 ARE TO THE BEST OF OUR ABILITY DUE MILDREN DESIGN GROUP, P.C. TO POOR DOCUMENT QUALITY AND DISTANCE TO INITIAL POINT OF DESCRIPTIONS. ARCHITECTURE - SPACE PLANNING BANK OF AMERICA \ BUILDING �\y4 \ ` \ 7650 S.W. Beveland, Suite 120 /// I 7 Tigard, Oregon 97223-8692 I `t r 1 L • \ Voice: 503-244-0552 i I •• Fax: 503-244-0417 I � � l . \ tiK _%I 4,,_ I FI' IP 49� ` ` _- --- 3 \— _ \ I / - 199- � * ,. 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W ci I �., i \\J /'/T6J i \ \ •` `� ` \ ` \ Date: 01 May 2018 y I y _ — 188 �� i — ` Drawn by: Checked by: 4 188— - / \ '189 _ / A°s\ ` _ r. yy 1 '' y`\ STS® TVWD FIRE HYDRANT TO TMR Job Number: 17260 y �\ BE ABANDONED. RETURN FIRE � �� Sheet 1l r - -187 - - - N \ E HYDRANT TO TVWD. - _ _ Eir) SCALE: '1 = 20� // t I I / ��, ��R„1�� - - - Permit Submittal - May 2018 Cl • /If Z '' ' I! I,\ �/ - - 7� - - _ - - ` \ -192 _ _ I I \ - - - 1 I � _ - 1 I✓\ \ y i!c- / NOTES: ZkL! j r 1 \ ' \ ` / _ - - - • TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY WH PACIFIC, DATED APRIL 2017. I """" . MATCHLINE-SEE SHEET Cl • '�-t / I I 1 \ ELEVATIONS DEPICTED HEREIN ARE BASED UPON THE WASHINGTON COUNTY VERTICAL DATUM. 1 i - - - - ` - - - - - - / _ _ - - i91_ ~ ' ` -19 Az- • EASEMENTS DEPICTED FROM DOC. NO. 97-108989 ARE TO THE BEST OF OUR ABILITY DUE MILDREN DESIGN GROUP, P.C. II C - - / 191- - - �1 ` - TO POOR DOCUMENT QUALITY AND DISTANCE TO INITIAL POINT OF DESCRIPTIONS. / '/ ARCHECTURE SPACE PLANG IJ1 __I ` �'�� i �� - ` - - - _ _ , EXISTING 1-STORY l _ Tigard, Oregon 97223-8692 • - ♦ 192 -- BUILDING g g I / \ _ ` Voice: 503-244-0552 1 I / / - s — — . \ Fax 503-244-0417 �. 1 ` 191- � I j / 190 _ ,� _ \ I lict -190 ! / ` �- �' 190 - - 7 — ___ _JT.. III — — - - _189_ 11/q_T - - - - ` _ - -- - - - — - - _/ 0 - _ _ \. — _ ..,...„ 400( [-I \ 17 - — 189 _1 r--H I 0 „) ,- , . - , ....,..., (;.< , , r. ,'' • I , • \ 1 � —189, N \ M '9 ( 14,,,i 2,- H , , , -_, \ MI 1 1 _ \\ \ \ �f'iF 4 pW ~ 19 \\ \ ! \ ,���� ` i 188- \ y I �� \• _ N \ c Alir I - -188 1 \Q��"..<-',-\-------____ _i ___. ___ _ �. z , -� \- - - \` ` ` �\ It' I 91I ! � 1i 1 g8� � \ 189 _ - dos r \ � / t \� y4 \ \ �\ Sr'y (E) TVWD FIRE HYDRANT T?RE — ` " BE ABANDONED. RETURN \ \ \� 1 l - -- -187 N \ \ HYDRANT TO TVWD. 9 ro 1 \ \ \ . � • „„, �. \ • \ -191 A \ Eiiii (E) 2" SERVICE f ° �� ir \ \ \ ► Client: -186 - 4 ' /ri _ as ' - \ \ �°} JLR 1 � � J ; �, A S 76$ _ \ \\ �190� f / A I 1 ° I \' i,c ,0 . g kiri . -. ° ,. / ---, ' :I .. , , (11 1 4S o .. / y , ,... 4 - . . / I 4 \ ' ift 4 A 44{::::), / \ \ go - �' � ° / / G. ., . '►,••, \ ° rv/ \ -'-�- r ` L Irl nI \ \ \ ( , I ,/ a $" °��• N \ — 189 ti 720 NE Grand Ave. 1 • ►-4 /I — 4 (1/4(t; . .. . . ' / 4 a < `�� — _ Portland, Oregon 97232 --\ 1�� \ \\ N. \\ \ \ ` P PAR / / // /- a a a. a 6 /%/ 'a a •• ` a .4 ° _a4 e . _ _ _ ° 1, \ .0 / / / A a 4 .• ' ii . \ 7 \ \ { ic, • • ` \ / / .a�. e a ° A y 1 1 ,\ - ____ �f Project: • _ __, „ , . aa _ cl- - �� * \\ 1 \ \466,\ _, - _ \ '' ' / 4)N/4 _ _ _ _.......„.. ,, // clNew Building �� \� �\ \N. `, / / / /1/*\ C4 \ ` \\ ----•N ..„.•N,...:NN. it<_, -ilr\ Apft / ___, ___ _188_ ___. ---. Z 7 '..-•:::N., ••••••."--- :::::--- i ""),\W__4(1. N /f? 3� 1 \� \ =� ��\ \ v �' / 190- � . - 1 �� �\ \ \ / ii _ — ivi 187 11/� 10125 SW Washington Sq. 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I 0 _ IN ." _ =c17/1w I I I "178 (CD 1 _18�� ' \ — ■ITCH — — J / / I _ _ -r8J 1 _ -- J / / / l -` ,1\ i9 _� _ -�—D / fil / !/ / l l. / 79 _ r cN / %/ lob ~ -9-� ET[,4AID, _// ! \ _ - - — - -� ` _ DITCH ��41TCH ~185 I f 1 1 / _ j ET . _ \ ` -184 I I I ( / / /, 1\c5 / 40 ...,,,, ._.._ ` ~ / \$ 183_ I I ( ■ ALL RIGHREN TS RESERVEDSIGN P P.C., 2018 - / - - 179 - -_ i I 0 18� ao ' / / I THESE DRAWINGS ARE THE PROPERTY OF ~ ~ ` ~ —�1 ` ` — ~ ,_ _~ "181- —� _ �� \ —182— /// //` / MILDREN DESIGN GROUP, P.C., AND ARE ~ ~_~_ _ /// NOT TO BE USED OR REPRODUCED IN ANY ~ ~ ~ \ ~ 182 _�, ~ WE7 �p� / / // / / FANNER, EXCEPT WITH THE PRIOR WRITTEN y_�� ~ ~ _ — -183- — /_ ~ IT I .1/ / // / PERFISSION OF MILflREN DESIGN GROUP, P.C. �� ��� . 184 s',_ - - - - -- - - � / /� -- — ~ — _ —185 :- - - - - - - -L_ ____ _ _ _ _ _ ___ ___;,,---.,."---,?///////// Date: 01 May 2018 �R — ~ ` ` / ' �J/ / Drawn by: Checked by: �lNy 21] - _ ~ ~ 4--185 -187- - - 1 - /= ` � - - - ~ -188- - - � ---- / _ _ ~ - - - 189- - - ` - ---. 'i ? r -- 190- ;� TMR Job Number: 17260 SCALE: 1 " = 20' 6.11161111111111MMIIMI Sheet 0 10 20 40 .17 Permit Submittal - May 2018 C1 . 1 / . / / / / :;;; Ohtwow•low .„ / / / // EXISTING / MILDREN DESIGN GROUP, P.C. / BANK OF AMERICA t\ \ ARCHITECTURE • SPACE PLANNING / BUILDING / I 1 � \ \ / 7650 S.W. Beveland, Suite 120 / 1 0 Tigard, Oregon 97223-8692 I 198.85(E') t . _ .t%11;•..._, \ Voice: 503-244-0552 MATCH fit,, Fax: 503-244-0417 V / I 198.90TC(E) % ..� ` // 4 I 198.40G(E) �� • / MATCH -� //////////////////////// 199.20TC z � - 1M 1\ 198.700(E) I i'�,99 / 199.30TC(E) • \ \ MATCH 198.90G(E) cn 199.25BWALK , :p , MATCH ` \ T.M. RIPPEY e a 0\- _ - CONSULTING ENGINEERS 199.46TC199.40TC(E) 198.960(E) fr../ 198.900{E} \ • ` \ 7650 SW Beveland, Suite 100 MATCH MATCH ` Tigard, Oregon 97223 (F) STM CB 1 - �� ` Phone: (503) 443-3900 RIM 198.55 199.53TC / Fax: (503) 443-3700 199.030(E) MATCH 199.40T • • 199.65TC -N 198.95GE} 198.75TC 200.77TC 199.150 ,- 0.45 CURB ` 4I- PROft 200.210 CB 200.69TC198.9OTC/G •.. MATCH ` Sky ` .+G t Ngo �O 198.250 MATCH (E) 199.71TC2 \ MATCH (E) \ 199.30 11/46,4, 15504 9 72" SD MH RIM 200.15 200.150 200.99TC(E) 200.24TC(E) 199.21 G x_ -•Aj RIM 198.05-MATCH FG MATCH (E) 200.480(E) \ 199.700(E) MATCH (E) , -- - r` ! 199.29TC(E) ,• • ` �ToN S 199.00TW _ - 199 I 198.790(E) - .- _ . _ _ 199 30TC o41111 :- t ox 198.50BW T 200 - 1 200.50TC - - 199.70TC fag- 198.80G j MATCH • ii'0 `� g1 END WALL A 200 200 - 200.000 ^ - - /+ _„" X�!199.200 V ` �� �q �' 2s,1gOG,Z, ,.J., a RC KOC ICI - - ': �. 199.25TC- '7 - 200.15TC / 'n 199.50TC \ 199.30TC / j,. I - r TRASH ENCLOSURE !' 0 198.750 199.65G \ 199 199.00G 198.80G 198.75TC/G _ ` EXPIRES: 6/30/19 198 50TC 199.60TC ) - 'D SD - SD/ O '�`5J .>. • � 19$.55TC/G / - 198.25 199 199.100 200 200 _ _ 72" STM MH I 198.65TC/G ;ate, A 198.000 _ - - _ +•••�. tr- oy 1`RIM 198.60-MATCH FG I 1 ---g\ ` I 198.45TC/0 / ` /'195 198 199.00 .0 .- 200.50 204.00 - 199.10 - 198.25 198.751W /� _ 197.00BW /_� ____ \ 11° _ �,,: / + _fib / Ill - Client: 198.7OTW / � _ 198 /./C1 ,�,� - _ II 1 198.75TC7- 197.550 \ E 198.6SG JLR 1 I �� ,, -r'' 198.250 0.40' CURB :4• 0.40' CURB • END WALL r F _- __.. . 198' -‹ I •❖� • 198.20BW/G Hi ' bd 197.55 Ii I , .. \ 199.00 .� 198.5OTC 1 197.45 / TCG I 1 1 I 19? 198.00G TC/G / 1 - - • j 1 f 197 _ fA 197 _ 11 1 iJ { - 198.80 / L 198.00TC 1 1 1 \ _ 19/ 197.500 196.80TC I I 1 1 / 196.300 196.60TC i 98.20 / 1 196.1 DTC/G / 196.200 720 NE Grand Ave. 1 1 1 /1 1 196.65TC 197.10TC 198.10TC / X197, 196. CURB Portland, Oregon 97232 1 ,� 195.85TC/G ;•;•;• g 1 I 1 19760G • \ !!! - I/ Ill [I �X196197.35TC \ I L i196'-„, o / 196.850 - - - - I 195.95TC/G / i96 � _ ~ � 1 I 196_ ~ - - Project: t II 1 195.00TC/G 196.1OTC I , 1 1 � j l I I �C - - �� 195.600 FFE 190.50 1 194.90TC ' r New Building 1111 1 11 1 (SERVICE AREA) f _ -� I _ 194.50G \ 195.95TC / 1 A 195--- 0.40 CURB •••'4 195.45G j1l111 / 11 r C 195 1 Jr J � 195 0l :•:•: j 1 '' 195 _ I 194.40 / 195 1 j j 1 1 �- Y --- r -i TC/G 195.00TC 195- . ' 1 f j 1 194.20 194 \ 194.500vv . J � 192.95TC I - "` j j j r 192.450 194.10TC I i 93.85TC 1 SAWCUT LINE 1 19 \ El_ 193.600 193.356 �/f j I , - -_ - - - - - 193.00 � 1 I l _ �� �I TC/G 0 TC/G 0 10125 SW Washington Sq. 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' 1$9.950 I \ • O 190 189.850 i,.K 191.00(E) I pp . l f / g0- / �� ♦• ` 190.45TC' MATCHj l j `� • - `' �90t4190.00Tr 189.500 _.�'��� 189.950 i I 191.40TC 190.95 _ i' _ `�� _4 j j 1 r 190.50G off- - vi," j/, `, ' ♦� CB �� D - - q T ♦ + RIM 189.25 • 190 � . ♦ --------.'--V----4 .,_--- . 1 4,4 CB . I --f 190.10BWALK 190.60G \ - 48 5D MH � i 90.95 Se, / 190.00TC_ ► � 48" SD MH RIM 189.65-MATCH FGRIM 190.00 1189.50 / \ \ '` - ~/ RiM 190.25-MATCH FG1 4 x S� �- - ! • � \191 \ D ~ ' y I FFE 190.50 • • , • 190.35TC •0 190.20(E) r ��.,. 19921:6031-Gc,E(E))1 \ - - _ __ •� • 189.850 MATCH !8 _ 190.65TC 4_ _ ,: 190.15(E)72 SD MH 9 ~ {SERVICE AREA)y - _. ® \ �� t,� .,� _ - -" '' � '789 ` `` 190.25BWALK x 190.150 RIM 190.30-MATCH FG )-3 '-' ` ~ fr �__ - - - __ - _ / 1 MATCH 192.07 • 191.00TC \ \ \ , 7 SAWCUT CB r, 190.70TC 189.65TC/G � 190.65TC TCG E cn I / • 190.200 r `� 190,500 �\ �_ LINE RIM i 89.25 R 189.50TW FFE I ` 9-/ . ippA,0 / 189.55TC/G . �\ 190.150 192.07l189.00BW 11$ - _ - - - _ - '' 190.95 . ! �� i i �. �� TC/G(E) 1191 .00 S a ,�• 1 \ / D \X 190.30(E)END WALL . SS 3 T 190.00 190.50TC �� 192.01MILDREN DESIGN cRouP P.c., sola 1 1 �, MATCH cdALL RIGHTS RESERVED- ' i 90.65190.65 190.40 / _ 190.000 190 •: �\x / ? TC/G{E} f r ` 190.80TC a� THESE DRAWINGS ARE THE PROPERTY OF 1$9,50TW /1 ♦ 19Q.95 TC/G •� TC/G ! j j \ 190 i `\ MILnREN nESIGN GROUP, P.c., AND ARE 188:50BW-WEST At-7 �� 180,65 194.15 /'t'' CB \ �c,>� 190.300 191.98TC(E) t NOTTOBE GSEUORREPRODUCEDIN ANY� �� 190.47(E) MANNER, EXCEPT WITH THE PRIOR +'�O o \ c ''''41:.. / .�� / RIM 189.5D x; ....../ 191.420E 1 PERMISSION MILpREN DESIGN GallPTPc. - a - \.\N 190.95 TCG / ;� 411P \ MATCH O - 190.40 �, r/ 1 \ . 190.90 TC/G }. 9 MI -�_ \ r / Date: 01 May 2018 - - ` \-� 190.80TC - (�) SD MH / 191.OQTC 73 88- ' - ~ `Q4- j -- - - - 190.95 �' �` / a- _ 190.3oG I \ 191.25TC �° `� 190.80TC \ \ i Drawn by: Checked by: RAISE RIM TO EL. -, ;it f - 194.750 190.300 191.00-3 ABOVE FG I 1 , 7 190.500 ~ ' . 11.1 --- --,-.---'-----�/�/ 190.65 \ 190.651E I te ,, ' I `' X88-:9-- 190 X89 _ • a♦ ` ) llf C . AS KJK 1 I ��} �..:.�wv ' ��r TC/G - \\ MATCH 191.40T (_)190.95 ', 190.95 - ' �. \ -- -- 190.920E 190.95 `� Q.50 ` CB1SS k % RIM 189.90 / TMR Job Number: 17260 1 LOU � ¢ 'w 190.90 ` � / 190.30 \ T ►,rTnu , 1 . t . -I I ! TCGA 194.50 +� �, m Sheet 188.50TW y - - -187- I , \ 190.65 / , Fye 190.74TC f:.,• r I SCALE: 1" = 20' ®, ,/ • ,41* -`TC/G ` 190.34 \190.20G 4 lJ 9p .l 0 10 20 40 187.00BW-WEST F- 190.45 - �r \ ` / ' cI 190.45 4 4 ~, \ �``` ' TCG 190.50 SS 190.40TC 0 �i'�\ , 194.50 .� f 189.900 If I . � I \ , , .. 190.55 / \ \ = Permit Submittal - May 2018 C2 + 1`JJ.JUI1. I iii I / f 1 90C 196600 ' TC/G �11(-1IplI LI .Y I1 190.JJ ! f-� o \ 193.45TC �/ iii,,,,, I 190.60TC j ! t 1 I 192.950 I _ �/ /1 �\ 190.75TC, 190.90TC 192 ,9 / 190.150 \ - -.- -' t V > < 1 L MATCHLINE -SEE SHEET C2 "' l I I 1\\1192. I �! " '190.250 190.400 0.45' CURB 1 '! II = _ - .. , 190.45 19Q.65TC/G �� / MILDRI;NDESIGNGRauP, P.C. 1 / ���\ \ - 190.85TC - - rr SPACE ite 120JlI1 - - -- - - - .-- \� 41 190.70TC , 191 r�l, �,, 196.350 \ �.- / ARc Ec�rtr � •I I = 190.200 �A` X190 %%«• - - - ♦ 190.20TC CB _ _ _ ¢ , 7650 S.W. Beveland, Suite 120J11 - ,�\ Iis%%�� 189.700 RIM 1$9.50 -- EXISTING 1-STORY/ / fa, v 190.60TC 190.60TC 190.10TC Tigard Oregon 97223-8692 fJ 1 1 7 i - /♦ 190.1DG 190.1DG \189.600 �� \ \ 192- - --- - -- , / BUILDING . Is\ / Voice: 503-244-0552 J J / I I` ♦ 190.35TCJ 1 I 191 190.70 ��� in _ - - - `:/or ♦, 189.950 -I P- " 1 _IP .4114A19° 189.85G \ 191.00(E) \\ \ Fax: 503-244-0417 LL -'-'- • \ J J / 90 190.96 �w�- •� - 190.00TC `�` 190.45TC' MATCH \ \ /J I �, - --- r - `V�'_�' 90 -- 189.500 __:a v\ 189.950 i - _ © 191.00TC 196.95 ♦� CB '\ - - / , J /' 190.560 I" " RIM 189.25 �• \ \ A IMK J { ♦ is 190 ��;. i \, (f1 . � ,�, ------,_ 191.10TC � / „ 1 '�• . --1 196.16BWALK k190.60G \ i 48 SD MH CB ( , f \ 190.95 • 190.00TC It `. 4$ SD MH RIM 189.65-MATCH FG RIM 190.00 = ♦. So � 1$9.560 x \ S \ RIM 190.25-MATCH FG T.M. RIPPEY ♦ . / _, \191 \4 ''coo, FFE 190.50 . , - *46ig _ / 190.35TC ---k. lo 190.2D(E) Z.N.,,_ kos 192A9TC.E} CONSULTING ENGINEERS 414 IL n .. - - ♦ 190.65TC �`_ '; '�, 189.850 •_, x �`�/ MATCH - \ 191.67192 7650 SW Beveland, Suite l 00 I ;8g- (SERVICE AREA) r �I_ - ♦ _ �� • 190.25BWALK •� \ 190.15(Q 72 SD MH - �-. _ - - ♦ ♦ 190.150 ,k ' RIM 190.30-MATCH FG \ 1, �� - 0.4p# i89 Y 191 ADTC X\ . MATCH i SAWCUT CB in� 192.07 Tigard, Oregon 97223 ,� 4 ` 2 1 � f 190.70TC 189.65TC/G �\ LINE RIM 189.25 I 190.65TC -? TC/G(E) Phone: (503) 443-3900 -- I I 190.200 I I `190.5004. 190.15G N 192.07 189.50TW } FFE - I 1 ' *It\ 189.55TC/G \ . \\ �R \ Fax: (503) 443-3700 X89- _, - \ i 1 \ TC/G{E}189.00BW it S ,1V 191 .00 + \ l 0 _ :• x . , 190.30(Ej \ j ; 192.01 END WALL 1 �� I �;i �� SS / ° 190.00 190.50TC ` \,00G _ /` MATCH \\ �,,i \ ill TCG E) . •. 190.65190.65 190.40 \ Y 190 -1 190.80TC \ ,�� 189.50TW \ 190.95 _ TC/G �\ TC/G I Ft CB \x ` 190 i 190.300 _= g ///11... ♦\ 190.55 / I 190.15 \ 191.98TC(E) ��,� ROre Jy188.506W WEST 11 l ,I1 / w\� I / RIM 189.50 ` ` 190.47(E) 191.420EMr © I N �+ `/D 10 1 \ \ c / ` .. r �� Artet.----:- ...., TCG �'`® 190.40 • /\ \ MATCH \ { ) \ �� G $ n l _ ♦� 190.95 190.90 \ \ J AV 4' 15�Qh y E) 5D MH I ` - - - ASV - _ f \I a \` rof 190.80TC I ,� 191.25TC \' `� 190.80TC \ '"'_ 8 ` _ ♦ 190.95 •'`� ' oi 1 191.00TC Q tillibil,. 190.300 I / 190.3QG 0• N ,RAISE RIM TO EL. -r ��� \ \ -190.75G g ,� \/��/ : 190.65 - \ \ 19D.I • `fir 25,�9 191.00-3 ABOVE FG 1 i / 196.500 - , �i I / � 8B_ 190 189 `♦ �. MATCH ''r- G� 196.95 ►�/ IIII"�i' `- ."•.,. .. , ���/� TC/G \�r \ CB 191.40TC(E) SRL KORO 190.95 \' I :-*4147T4)\11 190.95 �• S 190.50 SS \x \ RIM 189.90 " - - 190.920{E}`%�` ' 190.90 \ +It 190.30 \ MATCH 11 �� / t / 191.40TC1 EXPIRES: 6/30/19�IIIIIIII i�. �\ �'� \ TC/G 1 190.56 w 141111,_,\\\ TCG190.30 ' Ffy 190.70TC �;• e:; '� ♦: 19 1 - -- -187- ,,, \.. I \ 190.65 l7 \,. .',A0 / 190.900 188.50TW _ 187.00BW-WEST T: --, 190.45 ~ ~ ~ __ _ ,\�=\` / `` \190.200k 19901:610%C - • -1 \ / 196.56 SS 190.40TC 0 14�\ - .1190.45 � _ \ ` '��� 190.50 � /.. ` \ 1 rr 1 L 189.90G ,- ' 190.55 ♦ l - x Client: �: 1 = �ti ,J \ 190.95 TCG �� .4114 o �. '\\ \ \ 191.30TC! FFE 191 .00 / :411r:AW-186 - _ _ f 190.80 �O r'' �•. 190.50TC " �.`` \ 190.800 1°�� �'`/ JLR tp. ' ._. \ 1 11 co - \ j r` '!; 788 190.660 • ,,1 \ - -190.49TC / BLOCK c° 1901 190.45 .0 1 ` _190.95 ♦ �' 11x6 COALESCING PLATE 1 90.55TC \ x 0---- MODULAR RETAINING WALL. ! >41 1 I �� �i , 190.50 OIL-WATER SEPARATOR S 189 190.050 190 \� 189.950 ' 4:40117/. / ♦ SMATCH (E) SEE GGN 12. 1 j •`, , 190.95 TC/G RIM 190.00-MATCH FG �� END SIDEWALK 1 I 190.95TC 1 1 I A `�-*It* \ 196.30 ` �" \x \ CONSTRUCTION I 190.450 \ PN z189.800 \ ,. 1 FFE 191 .00 -� 190.95 o -e \ 190.79 • _ 190.75TC , � ..•. ..1 ` J 196.95J \/ \ .I - 11 :=,: ,• VEGETATED f 190.250 I / \ / 190.95 ` L / 190.95 ` 190.4DTC/G 'i0■ -� 190.95 '� i CORRIDOR BOUNDARY i ."' \ 189.90TC Q n p .• �\ FFE 191 .00 \TC/G ' - - - SS 190.75 " 191.45TC r \\ S`"' - . TC/G 1 '• 11141/47/1/71 � 720 NE Grand Ave. I 189.400 190.8DTC 190.950 1 , `�'°` • 4.p /10? r -- I 1 .- MATCHI87.50TW 190.50TC �� 190.30G 191.35TC I �� / J / - 1 191.15 + Portland, Oregon 97232 185.00BW-WEST ` 190.00G \ 190.856 I "�� \ 190.95 , / / / \\ / +� \` .,,I, 4' _r � � ` �ag .,. 190.35TC \ \ � .f . • `P WR � ,i I \\ / C '' , � O � � � � � � 191.50TC larittl.„90.90..**/1 �- / \ ;40. `�► 4 , FFE 191.00 \ / 4. _ �r8 3 191.000189.850 \ / -4 O / i „ �i . \ 8� Q ,185.5DTW 3 \ \ `:: I •..• -- "� 191.20 Project: 185.60BW e. \ O 1 � �1 .0 • / 190.95 ` \ S 191.15TC /11111 • ;�r ' C 41 I I \ 88 �,�•..: / � 190.75 END WALL 134�� PI j9 I / \ o��.., F / ` 1 190.656417/"*". ��/P � 1 - � o -. �� , I _ 1 1 , ���.- _• S� New Building _ - \ `.. '� ` // 76,. 190.95GC - , / / / ,190.95 ; 1 1 ��/71SA •: .AN 44 �,, _ ! 7 X0.73 \� a \�\\ `� 189 S 5 \\ a - 1 /< / I \; �O I I; CB Oy, \ 1 /./A,"A ,f , � - � -- -.._:- - NN - � �r 191.00TC 190.95 � / / `' I / RIM 189.60 88- , 191.15 � �' - ��\\ ` -:6,`217, 4111, 414411/4\",��1. 196.500 �� / pt \ / \ ,\ / /� ,� �i1� \\ = ` ct„:„.. ...:.„„rc') �. �';y ;' ' ABANDON/REMOVE ` / oj�' ,��■ Q � � 185 � SdS � � :,'L� �� � � • •"• / E SAN MH `�/ • �' ,� �■ 190.57TC�I \ \� •� ��-\� 187.50TW S Y :�,��� �.� , .- ^/- '� O 190.75 1 FFE a',�;r♦ 189.990 F 8S 191.DOTC i .. .� I . { ) ` 190.75 191 .25MATCH E�1I \� �� ` ` 185.00BW 190.500189.45 /_ - ` 18� •, 190.50 / \ / O - - N 18i` 190.60TC g qyY / �, ♦ 10! 5 SW Washin ton S Rd. / 1/7...1:, \ / Sco 196,100In ,Aja Portland, Oregon 97223 NO ��� N. - ,��e�. � ��, 7� 196.50TC `•` . I j SS191.07 VEGETATED -- 177 � 9 \ / �'� FLOW-THROUGH CB \ \ 185.56TW �� 190.000 SO SS • j 1 191.15 Mr . �� � 185.00BW 3, \ \ , RAIN GARDEN A� RIM 188.75 \�� END WALL 190.70TC 190.25 1 \ ��, „ 190 �� 50 `! J frith* L ' \ \ 7_,I187 r Sheet Title: �N \� \ � � , . '� 190.200 \ CO� / f`` �1; 1i� 190.89TC '18" "yy ` \ ♦ 190.50 / 190.75TC ■ \ v -N. - - -176- - - I..- ' �-• CB \ ` / 190.95 ® -- / 190.25G La..... 125 I • 190.35G MODULAR BLOCK RETAINING N. ,, - \ \ 18 ,, RIM 189.75 189 .O ti /' I MATCH E \ �� WALL. SEE GGN 12. �� ��� � . „ - - \ \ ,,,u F� � � � ` '� PUBLIC ( } Grading �aI l1�6 ,�\\� \ " 48 ACCESS STM MH i• / I 1 190.30 190.75 0/�/EI1 SIDEWALK \\ 185.54TW - \` RIM 1`.5 MATCH FG !A• ` O y 189 - 191.00TC '� \ 1 06BW BB t 1 ., 190.5DTC 1 .5 EASEMENT South • 190.000 CE) VEGETATED 85 ti 8fi -- \ 90 0G 192.00 \ ' \.� - \ CORRIDOR BOUNDARY END WALL ' N _ 141,7513WALK ` \ �4 0If 190.80 ' . ♦ 190 1 18$.00TC -- __ - __. / ce �' IINEATED t'E) \ >>j t��� \ 190.25 - / ��� S 187.500 188 \ ��6 (!:,./) l .` � \ � , � �.. � � !� `� � �\. \ 191.6DTC S L � `_` � 1 1,, 191.98BWALK WETLAND BOUNDARY Q\ ' \ , e 1. �.`I►i�� 189.50TC N. 1 J 1mom \� ` 190.500 1 SD 1 /.1,/ 191.SOTC N 25.0 OFFSET FROM \ -- - -" w-' �`�i>� - \ 189.00G ,-- 189.80TC \7 9p 1, \ WETLAND BOUNDARY tin �` -� = ���_�' \ OGy 190.46TC ;'� „ 189.300 190.25TC `=' X86 �e,■f MATCH G E 175_ _ 96 SD FLOW CONTROL MH_ � " / • CB 188 189.75G / ,. { ) O \ _ VEGETATED CORRIDOR RIM 190.25-3" ABOVE FG -�� - S 189'900 ® Ate.'" �` RIM 187.00 o -- MITIGATION AREA 186_ �,. \ , , �� ��� _- ,. � S � .r �» -- - 188.20TC �\ - 7 .• • ten + �� �/ 186188.06TC / ,�� ,""'ter_ tat 187.700 rn / ipar*. ■ J Revisions. ��_ __ .. i1,I 187.500 ! m 1� W� \ 411 ^�,i� +���r - 1 .�\�' fir. 7 188.50TC �`- ' aut�o, 192.30TC Ni) ,� � _1 ,,.' 86 \ ‘� \. �'188.000 / �•�!/' 191.860 �'�' 6. 72 STM MH _ 4 _-,..„..184‘,_ 17 ~\ __ --,,,_,,,r",_ </ E g 188.50TW s - �.r��r,` •G5 \ / 1/ I ~ MATCH {E) c� RIM 190.00 --- 0 -- -�� `�,8x11 PEAK DIVERSION 181.00TW 3" ABOVE FG -. _� � ti r ' . l i 192.37BWALK STORM FILTER VAULT 180.00BW9 �I 182.00TW -18 CB 45. I 1 iI MATCH E RIM 190.75 - END WALL 011110 181.00BW RIM 187.00 ` _ I • END SIDEWALK - - We ` : CONSTRUCTION _LAIy� END WALL 1- - / 1 178 - (01) ? 48" SD MH = -- .L ��' - igi - _/83- - .. '' '. - - - / /I /l ^ RIM 183.75-3 ABOVE FG - _ 4 /�/ y 9/ - _=- 48" ACCESS SD MH - ' = l - _ - - � _ _ / / RIM 189.80-MATCH FG J \ - 1 oo - - - / / / 18------ ..0.._-- � - - MODULAR BLOCK ' ': - - -' I ( I / ! 1 -� - - - - - -- _ RETAINING WALL. I • Etta _ I I ( / / /1 -` SEE GGN 12. _ 1 ^°� / 01 I I r _ _ ��� ' I I I ICO ALLDRH DS SRESERYEDIGN P�P.C.. 2018 lE) VEGETATED 79 1 I _----„z__ _ - - = _ ' -� \\ VEGETATED CORRIDOR / / / / / THESE DRAWINGS ARE THE PROPERTY OF CORRIDOR fE) STM MH y - _V-1--p 1- \ $� -2//I / // /// NOT TO BE USED GROUP,RPRODUCED ARE ANY BOUNDARY -� MITIGATION AREA - - ..�.`. ` 1$z __ -- = --------../1-17w�`tiND\ J / // / / RIM 193.70 / MANNER, D(CEPT WITH THE PRIOR WRITTEN - 183 _ I / / PERMISSION OF MILDREN DESIGN GROUP, P.C. � . \ _. 184 - - -- _ - - � - /% /// 0;01/ - � - ` _ - _ ---:‘:_t -185-- - -- _ - _ _ _ _ Y _�, \� i/j // Date: 01 May 2018 _ - - - - - � �- - - - - - '4 k\ (E) VEGETATED �� / / -- CORRIDOR BOUNDARY . / Drawn by: Checked by: OR F1Wy 2 � - - - -X186- - - 11 DELINEATED (E) -- - ` -;187- - - 188- - - -- - ' / AS KJK WETLAND BOUNDARY ` - - - - - - 189- - - 1 - �.�� i 196- �� TMR Job Number: 17260 ei-DI SCALE: 1 " = 20' 61M1111 Sheet 0 10 20 40 'V- Permit Submittal - May 2018 C2. 1 , - - ,,, 4 - - / ...,/ - ' 7,-kt...... ,, ••• • EXISTING MILDREN DESIGN GROUP,P.C. BANK OF AMERICA I\ ARCIIITECT'[Jt2E ■ SPACE PLANNING / BUILDING } \ \7 _,4-411b:-/(06,-/ 7650 S.W. Beveland, Suite 120 // ' ,, ` ' Tigard, Oregon 97223-8692 4 :...„(n1-1 r ♦ Voice: 503-244-0552 / `l ` Fax: 503-244-0417 / l �� , ////////////////f/// _ '''\. 1M K M I �k Zit \ \ 7981 0 '� \ T.M. RIPPEY � CONSULTING ENGINEERS I 199 \ // ► 7650 SW Beveland, Suite 100 ( \ �, 0' 4111p Tigard, Oregon 97223 LE) STM CB \ \ Phone: (503)443-3900 RIM 198.55 \ , \ / \ Fax: (503)443-3700 1 \ I -li I kL, • CB RIM 200.15 �168f, IE 198.15 \ ���6" OUTLET \ ❖:• . Sly vGINE�`` 7 RIM 9 MH ® 1LF5% ® 1 MIN. 7 ® 1 .75% 1 .;� � �+ 15504 9i' :7/ T F 170 LF X195- - �_ GY,gSP1/4/cj \RIM 198.05 MA CH G r ; t\ �, • oNIE IN 185.90 (24" E) 200 o 'WR �` X199 / r, i SQAoxv.,,. .PROfe• IE OUT 185.80 (24" S) _ I ��, _ // 1 f' ' '� ` ROgO G!y 25,\ 1 SEE DETAIL 5/C4 A 4, 20' .3...1� '"` )- - 4..-IA - - aI X - • ,% -� X`-"- )i -- - , 1_1 . �r G! y - - _ ♦ 4RL KORO I ! J �� - � ' 7 /N '� RC2" SD MH ` I EXPIRES: 6/30/19 I .- I ` \ 199 RIM 199.00-MATCH FG ` I J;cc,,,, • S o � � - _ .\SD = SD �g i`4 ,IE IN 189.75 (21 N) - • I 1 J f IE 186.70 199 6" SD PERF. - - - -200- 6" Sf7"PEIlr• ,_ -1 IE OUT 189.65 (24" W) --/ @ 0% I SEE GUN 21 & DETAIL 5/C4. ! ! I " (195 . 198 DCO 0 0% - - - 1 - SDCO ��9 � Client: I ! 1 / 90 LF IE 188.50 Ty' IE 1$8.50 - - et \_ 4---'2"ff4 Li-t2/31- N III 1 1 I \ IE 188.50 \ �� - ' L• ! ! i \ / � sta� ar. d; a� of S.D.GO l �t I JLR I i j I + V .hiuumi.11 1_ - _ _ - -198- - - Ir 4.41 •❖• • fill j SDCO _ - + 1- l'Ph ~' I - ' - 9 , IE 194.75 _ ♦ I I 1 �- N. I ! ! I 197 -- _ '- -197 -i - 1 ! I Il \ RD IE 194.85 - _ � j - I- - _ _ -1 - % I - - - - - - - / RD ! I j 1 PV- IE 194.00 \ 1 SDCO 3 4 720 NE Grand Ave. J1 I 6" SD @ 6.0% / 1s. ° j j 1 1 r "' 10 LF ��; I - - - az 404`� Portland, Oregon 97232 I , _ I I 1 1 196~ YI 19 ` ' 6„ SD ® 5.5% 1 _ -1 III ! 1 \ \ N�� 7 55 LF -196 _ ,6 - f ' - _ Ili ; \ ProjectFFE 190.50 6" SD PERF. �� _ New Building 1 6" SO PERF. ® 0% ! � � I I , � oa LF (SERVICE AREA) © 0% j �9s� :::.1 1 195 _Jjj ,/ 1� I■ 195 f 1 . 195 _ ! tray 6., SD ® 4.2% ` � -� _ ~ � 19� Ij I J �. - 95 LF RD IE 194.00 SD • , f 1 I ! ` 4 6" SD @ 1% MIN. IE 190.4.0_-194----- I I 1 1 ,� 10 LF \ 6'" 0 21.5% ;. 1 SAWCUT LINE / 1 I 1 } r� 94 I-� 10 t1 ¢. \/ I f I I 1 +-.. - 1 / 10125 SW Washington Sq. Rd. IJP 1 _ _ _ g j 0 1.7% [-194 SDCO - - - ' - I:.:.:. - 194 r Portland, Oregon 97223 i I ""F \ - 1/ IE 188.50 a 4� '.--_ SDCO 1&:.• - � s 1 '" �� i SDCO _ IE 188.25 = ` - - , � , I I ) .� - - - -193 ice` IE 190.80- - - ! IE 188.50,_-707 - Sheet Title: L - . f x , 192 - 1 \ I ui 1 f I_ 9 \ RD IE 190.90 f ` �' rn ,.i 1 1 1��� � 6" SD @ 1% MIN. ti ( i i � '1 ,� �` S'11-PERF. _ � 193 <0% - j ' Stormwater Plan f " °, } _193. ` - • !�. 6"�5D 0.5% /� LF ;:;:'I ! !! f o) 4 -- - - - - - --1 - 1.-4- .u-sD PERF. Y I I I I I I x Ei -50 =F I • ��'� -- -- '93_�- _ I North ! RD IE 189.00 � � _a -192 _ 1l - - - - - 1 F � '� ! 1 I J 00 L I I I Y OT- 6 SD @ 1% MIN. sa I `t:' I / 10 LF /4/4.I! I / I1 6" SD @ 4.7% I /.� � 1E 188,00 , �I =_�1 - 1921 I I LT" w 55 LF - - / I �••- \ \ ,, MATCHLINE -SEE SHEET C3.1 ' f 1 I 1 192 F am P - 11W, / 1 1 1 RD IE 190.90 - - '' �� •.�` "�_ -19i _ _. f 1 1 1 6" SD ® 1% MIN. INSTALL 5Q BACKFLOW v� • �� ti190 ` - - - Q I f I 6 SD / VALVE IN BOX • \ ;...;. ---(,)--- ---- - ` 1 . EXISTING 1-STORY r 1 © 4.7% -111- _. I IE 188.50 v� 6" SD@0.5% \ I I 1 20 LF .$0{0 SEE GUN 24. �' , 40 LF • - \ -Z-192-Z- - :-( ,, BUILDING f f / j _ o \ \� - RIM 189.50 ` Revisions: IE 188.20 . / _ \ lI I I 6 SD 1% 4 . / _ i 5 LF ��+ \ .e' 1► QE 187.00 - \ I SDCO -� 90 SDCO /,n► SD i- - t, \ I f IE 187.251:' I ' e IE 188.50 - _ SDCO ��v IE 187.80 �' I � - _ 1 can f IE 188.45 kleiri,N*� 06 SD - I /YwSD @ 0,5% ', 0 @ 2% / - _ {�,A , 6" SD @ 6.5% � 90 4--viNall„, \f f 'LF R4 'IE 188.50 �� CB f 80 LF d6" SD @ 1% MIN. 10 LF /� 6 SD < <RIM 189.25 =�• - . � A - _ 4. SD X111 CB �� @ 0.5% I IE 187.60 / i - 48 SD MH RIM 189.65 MATCH FG r , RIM 190.00 5 / IE 189.00 O , 15 LF ;��_ /- - w SO \ RIM 190.25-MATCH FG - - - ._ IE IN 184.45 6" SE IE 187.50 @ 0.5% •, - .6" OUTLET � � 15 LF � 6 SD ® At** SD 6" S� 6 � D.1. _ �` ' IE IN 185.40 (fi" NW) IE IN 179.80 (18" NW) SD IE / FFE 190.50 1% MIN. s IE 187.90 0.5% @ 0.6% i f IE IN 180.25 (18" SNE) IE OUT 179.80 (18" SW) "' @ 2.5% L 187,10 - -- -.4);.&-'-'..-7 SERVICE AREA ', 10 LF . 75 LF / 35 LF ` CO \ .4400 RD IE 188.50 �' _ - - - IE OUT 180.15 (18 SE) SEE DETAIL 5 C4 72 SD MI-1 SD IE ,. ir - / RIM 190.30-MATCH FG ,, 187.00 6 SD ® 1% MIN. - . 6 SDCO 9 \ �, \ 'SEE DETAIL 5/C4 SAWCUT CB , I \ 'it a - I @ 0.5% IE 187.40 - r �\ LINE RIM 189.25 I E I N 181 .35 (2 4 N) _ 1 / x ...,.__ 41 ---____ --_____ - ,...„----, _ _ _ IE OUT 181.20 (24" SE E)' 3 - 6" SD X15%1 \+89- - _ _ " al- 45 LF ` - I • \\ / IES 186.75 �'OUTLET N\ ii,„/ \ SEE GUN 21 & I FFE I > S ©� SS a i 0 1 _ `*\� :-- ® 1% M \ ... VIII aR�nl D�stcN cRauP P.c., so a DETAIL 5/C4. SD IE %' 191 .06 IES 189.00 Cal � DSCO firw I Ii` ,� ! \ 92SSD PERF. ® 0% � 8y � ALL R]GHTS RESERVED186.95 100 LF IE 1$$.15 _ fi SD . SD _ FyI, 19O `x\ 18" SD SDCO THESE DRAWINGS ARE THE PROPERTY OF 1 @ 5.6% I�1 © 0.5% R CB 19O / \ ` MILDREN DESIGN GROUP, P.C., AND ARE (E} 24 STM - 15 LFr Pw @ 0.5% 1,` IE 186.20 \ - NOT TO BE USED OR REPRODUCED IN ANY @ 2.15% �� i 'IVSD @ 0.5% i4,_ erar�. �*.�\` ow 60 LF SDCO RIM 189.50 70 IF \ \ MANNER. EXCEPT WITH THE PRIOR PERAIIssIONOF MI MILDREN DESIGN GROUP, 1 LF - =� LF - / �� • \ IE 187.10 ,� IE 187.00 (i - -\ is - -,�� \i `\ p „ 6„ SD " I SD IE „ RD IE 188.50 I _ „ � � `� ` ��, �/ 8 sD ,, �S, @ 1% �6 SD i +�"rSD N _ INV � Date: 01 May 2018 CO SD MH 1 186.80 \ 6 SD @ 1% MIN. `/Att. . \ \ ::._0.5% �� \ RAISE RIM TO EL. 1 1 1 8" SD �; . �� \ ' \ 1p \ 5 LF 1 20 LF �,y25 LF / 60 LF / , y' y' _ 9 Drawn b Checked b191.00-3" ABOVE FG I 1 @ 0.5% �� - _ � I RD X18 I 1 4 x\ \ \ lye\ _ ici �'I 1 c _ IES 189.00 . �. t. 8� 190 \ 8s __ \ • AS KJK IE 181.17 {24NE) f �� 10 LF n j ) I4Br lE 1$8.50 6 SD . mss; SDCO �1x CB IE 180.95 {12 N} 1 1 \I.1 sou, IE i, )(V. SD 0 1% MIN. @ 2.1% \ , � IE 186.80 SS 'x � RIM 189.90 / '' TMR Job Number: 17260 IE 179,63 24 S 1 1 186.75 w I �� �� r 187.4 { ) 40 LF . r� � '� iE 0 SEE GUN 21. 1 l SDCO IE �� sic ` \ 8" SD ® 0.5% \, ,., ;: ` 1M ®� J a'i SCALE: � " = 20' I `�\ 35 LF '�i Sheet \ F 188.50 -N. 188.50 N �,# ` �� SDCO i �� 9� 0 10 20 40 1 L� 8„ SD SDCO @ 1% MIN. 4144:1‘)/14,� � `�, IE 186.60 k ` SDCO IE4... It* SS \,. \1 , 3 '. 08 SD \ t1D/ x_ Permit Submittal May2018 C3 • J J 1 100 LF _ � - RD IE 189.00 '� 1 a -192 _ J! I - - ` - - ! - - - - � J _,1 Id 1 1 1 1 1 1 6 ' SD 1% MIN. \ SD I « 1 10 \ 1 0 >> LF IE 18$.00 1 ._•_,,_�' 1921 L: I 1 1 1 \ x--192_ Q 4' ,•�\ _ MATCHLINE SEE SHEET C3 ...� / / / Ra IE 190.90 - -- -- - - 444t4 0.*i34bt0 - _ - V MILDREN DESIGN GROUP, P.C. ..(e..., i 1 „ - J 1 1 1 ,l fi" SDI / 6 SD : 1% MIN. INSTALL SD BACKFLOW ;11 : : ' ZARCHITECURE SPACE PNG co EXISTING 1-STORY i24. 4D LF - -192- - - -- BUILDING ga\ RIM 189.50 Voice: 503 244-0552 1 SDCO \\ !gp_ SDCO 5 LF \ IE 187.00 \ Fax 503-244-0417 1 IE 187.25 (' +N IE 188.50 -- SD 0 t^�� SD -- - 'rc� -- ` 1 _ \ dy ! �- -- IE 188.45 /������ IE 187.$0 90. _.4♦�\� fi" SD - 1 (r;25 L:: :; '1 II.,c r • , 1v RDI 1 1 J �� „ E 18 1M Kfi SD . �IE 189.00 15 T.M. RIPPEY 4*4 SDSD , .FFE 190.50 1% MIN. IE 187.90 ® 0.5% ' ' ',, / IE IN 185.40 (6" NW) _411,-�` „ \ \ IE OUT 180.15 (18 SE) SEE DETAIL 5/C4 7650 SW Beveland, Suite 100 RIM 190.30-MATCH FG S87 100 SD ® 1% MIN. - , ' 1� \� �� 6 Sa 9 '% \ SEE DETAIL 5/C4 Ti Oregon 97223 IE IN 181.35 (24" N) J u �3 J J 0.5% r SDCO _ _ \`/f SAWCUT CB i \ 111= Tigard, g � � IE 187.40 � � ' IE OUT 1.35 (24" SE)(E) J ui " fi" SD ® 0.5% r Y "Ir�_� 45 LF l X / LINE RIM 189.25 \ Phone: (503) 443-3900 1-89- - - - - RD - f / .� / \ -.L IE 186.75 _ \ Fax: (503) 443-3700 SEE GUN 21 & ' FFE 5 LF \ 1�� �� _ SO / - x\ .� \ \ S SS a / �x -, 6 OUTLET Villff DETAIL 5/C4. J SD IE i 1 91 .00 IE 189.00 `'� NI r89� \ 1% MIN. \\ Ar6 SD PERF. Q 0% 6„ SD . SDCO ; 1186.95 100 LF ® 5.fi% / . �. IE 188.15 ! 8" S� ; 190 ` \ _ ` r 9? .24" TMI 1 S � f R _ 18 SD ~ 19 SDCOAim IIIII�,1 8" SD ® 0.5% 15 L. A ��. . � P / © 0.5% 2w CB 0.5% 0 / IE 186.20 \ d 1111 III -- \ ® 2.15% �- .,i, 60 LF soca RIM 189.50 �� \ ��� O a 30 LF �� \ ! 70 LF �� F� 1 LF • I I \ �� IE 187.10 _- �. 0/ �I , �� `� • IW / 11 IE 187.00 \ ei. AMF _ NE / -ow Mill/ I SD IE I RD IE 188.50 ��� '� 8„ SD �'` . 6" SD V \ 6" Sp \ \ 4 15504 �.0I186.80 \ 6 SD ® 1% MIN. - - - ` � � ♦ • „ \ (E) SD MH ,> Q- _ - - 'i... AIIIV. ® , \ - C� 0.5% S. 1% 40 7% � 6 S 1 RAISE RIM TO EL. I 8 SD �Q �• a - 55 LF I 20 LF25 LF \ ,@ 2% \ 191.0 - l 1 ® 0.5% RD - - ilk et /INV ' ox ox0 3 ABOVI= FG 1 -= _ ( I , JI - )(A11/„‹) 'x 60 LF �r9 �� ! �G �,�IE 181.17 (24" NE) 1 k { 10 LF RD IE 188.50 / IE, 189.00 , ,� 88� _ 190 '18g \ •� T� 9 �r 2s,�9IE 180.95 {12" N} 1 1 ` SDCO IE / 6" SD C� 1% MIN. fi 5D ` , S'4,,, ` S !! SDCO _ \ x CB \- ��R R0�� IE 179.63 {24" S) 1 l ! 186.75 "'�"rrr� ® 2.1% -.410116.4,...'s .� \l IE 186.80 SS \k � RIM 189.90 �` --- \ Ell KO 40 LF \ \ fr.\ 8" SD 0.5% � IE 187.40 / \ EXPIRES: 6/30/19 7!SEE GUN 21. SDCO IE rr _ 87 W� ,\` 4? / \ 1 188.50 RD IE 188.5D \ 35 LF ' _ A``y `y 8" SD J 6 SD ® 1% MIN. \, SDCO 1 k SDCO IE P / �� !E 186.60 --"":"",,,,,, ..t...........1....: k 7:744 - - - ® 0.5% 186.65 .�� SS '/"�,, 0 .\x \ - : c� qt./WA 1 , . 8 SDc. '� �•-\�` ; _ 1.- 1 Client. 6 SD PERF. 0% FFE 191.00 1 • 8 SD 65 LF 1 i i D 190 30 LF RD IE 188.50 A 7.1****��� 1 88 '• x f -�6� 5D 1% MIN. 5,•• .� �, SDCO 11x6 COALESCING PLATE \ ,:r/ 0�1‘ 4 co. -\- © 0.5% \ - N i \ A OIL-WATER SEPARATOR T8 / !! � ��' IE 186.20 SS 9. \x SD IE / J INSTALL S� ,_,-,,,,,r',_�►N y A� �‘,41141. �� _ ` RIM 190.00-MATCH FG 190 � 1186.50 VALVE IN BOX . Q�� • � IE 186.29 6" SJ)) \k \ ! ' 185" i . IE 1$8.50 lti FFE 191 .00 •• �`` 8 SD �� IE 179.3318" k 1 �) VEGETATED 8" SD EE GUN 24. %-- RD IE 188.50 f.� �� 225 LF _ / CORRIDOR BOUNDARY ' - CD 0.75% a , ,� - 6" SD ® 1% FFE 191 .00/;;/��� '9� 6" SD _ `� ,���+ � f�1 40 LF 6 STM l - S �. ® 9.4% 1 35 LF w \ //-- 7/ ' cC/ �f ' @ 0.5% �`� S \_ , � ►h/�� 720 NE Grand Ave. 25 LF I • R RD18900 100F 189 ik‘D 1E 188.50 fierniS DIE `_ .r / �` ` 185.85 S / riiillAria it • \ rr .� D 3.5% -�� O 'FFE 191 .00 \ / - D �� .1 - \ I# t ,� • \ �� .+ , / 411141.40•411/44*, .,� ......,, SDCO ���,� ■' Project: 186.15 6' SD IF T8 ��.:• / �� �� i� 1 \\,\\ ,` -� ��� , \ SD lE_ \ 8 ``o.� PwR / �� ���►!s` �,. ``• I c' \/7 RIM 190.75 Oriariailla` r�� 8 SD ���\ / •" SD C� 1% 1 .� IE 187.50 �. ;■� - � _ .� 0 190 1 • 1� 1 .l New Bulldlrl �_ y CO So *tors ! 0.6% SD IE 186.85 5.2% L 5000 �O �5 LF ♦ „ 1 I : rSA 1�1 � - _ -_� � � � 85 LF , 7: 10 SD oV FW / , 1 �rSS� g _ SIE 186.20 _� 189 6„ SD o -� !� , r,� D f ii�!�, �j J / IE 188.55 J J CB �y 7' �� \ !, i �7014i.:44::::4074,1kip �� ���*���! ® 1.4% / RIM 189.00 \ r > �� » �'' SD ® 1%`�i�l. ` \ 10% RD IE 1$8.50 / llEtaf/89.00 60 LF18" SD / E� ��\ � ���� 12 LF \ IE 186.70\ �,� 1 � 6 SD ® 1% MIN. �L 1 9% /I �: i IE 0.5% / ,� I ',Airallilip ialr (E) 24" SD OUTFALL �� �� 18�� = SD ��'e� / • ;� ^ S `�` 7 _ ) ��,■ 0ElE 177.27 tel\ \ \ mss' 18 SS \ Ui / 265 LF / ABANDON REMOVEQ f ���f {--)\� I `�� 8 SD C� 4% LF ■ 5Sf �\ \ \ E SAN �H ki/ a ? ' 11 \ � � � � � 8S 65 LF I \� � - � � \ 1' �:- - _� �� � FFE 1 °� I�A�� RIEv -. 1vEr �� _ 8� •., ..NI* I \ �' ` .��. 10 SD 191 .25 ( i. PERF. 4 0% ND r - �g \ 4•044,0"0•••,„ S ® 1.4� SD IE , 10125 SW Washington S Rd. N 7- \ \�� �A� _ �. 6 / l � � � . 4 - / ��� IE 187.50 g g 8 J _ Portland Oregon 97223 \ 17 �� ��\ / j ��.R . 20 LF 185.00 5`' cn ��1 g Cr' \ ,� .T8 SDCO ` S SS * '� SD IE 183.05 t \ j �►�������� ' In �� VEGETATED �yiRIM 188.75 \ �� \� 3. `\ D /! �.��,�,�.,;� 6" S� C� 7% •'• �` F144 IE 186.25 \ , _ IE 185.65 `\ \ �� �455 LF 6 SD Q 4�- D 'j I ���• RAID! GARDEN \��� \` 8 �� \ I SDCO .�� w•�► �`; �' ' ° 5 FLOW-THROUGH GH D \ �� ?--` _ \. c 'IE 182.75 .�►v��,���► : • / 80 LF ��_ WSE 190.50 6 OUTLET qsbrs w1 BOT 190.00 a ` \ •18 ... Dy1, i 12 SD ���;�`��� 10 SD © 1.6% •". , \ , 4 SDCO •IE Q / /" `187 �1 Sheet Title: ® 1% - _- - - -176- - � 1 \ 0.5% We 1 <�> ` , / 50 LF 184.70 / 1 \ / \ SND. �� s'---7,----�� \ 35 LF \ 1 / ,■ 175 SF BOT AREA i i ��N. ,, ��_ RD IE 189.00 189 ,D -- �� \ _ " SI �- ��� �� \ / *I / Stormwater Plan i6' 1�� \�\� --. RIM 189.75 � 6 5D ® 15% ��,+ > F \ \ �.' •_ PUBLIC \\ �9� . \ - m IE 187.75 ----.-7---_,›`�-` le 20 Lf- ,, / 189 0 / i / / SIDEWALK \ (E) VEGETATED �..\�.� ! : ( iTLET CSD 1% MIN. \ � � p !!!i •• STORMTECH SC740 RpIE �p ` / - 6" SD C� 4% l•�. ,' / EASEMENT South \ , �__ -CORRIDOR BOUNDARY ->>8 \� W <; '7'' 8 CHAMBERS Q 0% 189.00 0 J� SDCO r � � �� � �� 15" SDCa? 0.5% � „ O- 80 LF i / 1�itiffi)1 f 57 LF 6 SD �1 IE 184.00 6 ,SD) Q D IE 184.30 DELINEATED ( i S IE 178.57(18 SD) -- ()) ' -riz-• irk �` , • , (E) 24" SD INLET > 20 LF 1 . �. S ® 25% SDCO - C 1 WETLAND BOUNDARY \' - IE 173.62 \� _ l•> � 20 LF •`-: l ��� r Q SDCO ��I 6 SD IE 181.10 3 1 II •. OVERFLOW \ 25.0' OFFSET FROM �� D 1 1 / ■ RIM 190.50 (E) 30 SD INLET \ \ L9�, ` IE 182.65_ �j s �; @ 0.5% / S \ 1.9 I IE 174.1 fi WETLAND BOUNDARY D > 70 LF 6" SD p \ : ,` '� I ■ IE 187.50 N. 175. 96��"'�!3 FLOW ONTROL 404114440%."-I- !Y _ �'�!� N.\ VEGETATED CORRIDOR RIM 190.25-3 ABOVE FG =� 8 `_ `� _ �� "'r'�/�8 SD CO 30 LF© 6.5% illy,„) CB 188 6 �`� 1; 1■ �p / 4t- MITIGATION -0 `. RIM 187. / \ AREA IE IN 182.60 15' NW - ` - r ' • �, - 1611, 184.30 00 �1 ., O co \ ( ) - -_ = r i8S 78y - �-\ '-� d► , \ : IE 184.50 \. �,, IE OUT 1$2.60 15 SW .-__'_"1:-1.„2---- ► �: r �% I .. �' ( ) 1 76 ''' = �'� �>� ♦ �`•',�/ SDCO IE 184.38 6" SD) 6" OUTLET ® 0.5% '\/ .,' Iii mi,... BOTTOM 178.60 - -` ��� �(�'��a v ...",..,_44 - - - �w��i !E 1$3.90 IE 180.00 6"7 Jo SD 40LF �r / �� Revisions: wit LLJ SEE CWS DWG. 270 ON SD , _ _ =:• �. 15 SD Cif 1% - 110714 _ / • / �� 48" ACCESS SD MH �he .�� a ri. ! 20 LF 5 LF ��� � �� „ =" SD - �� " IE 1 79 15 . . -_"- .. _ ,; (� ` �� Co i 14.J ` RIM 190 „ �, i , 55---MATCH FG `� , \ 10 ST 84 6 SD ® 1 ` 8x1 1 PEAK DIVERSION - .--: . .- y .- IE IN 186.00 6" NE} ® 6.3% ' , 74 LF ,,.7.0..._,„.... -_y . _... q,� /l.1 STORM FILTER VAULT IE IN 182.9524" 5E �- RIM 190.75 - ) 18 SD • ' 15 LF - Jg -� CB f ,!r! - ,8? ~ 848S /- I / / I I 2 RIM 187.00 . - ., _ --__ _ ,,,,,. _ . A, i - -S IE OUT 182.95 12 NW p 1 .6% 4 �� IE IN 182.55 15" NE w _qv� BOTTOM 180.00 85 LF �' �1- IE 184.50 �_ i IE OUT 180.25 (15" SE)�1 = _ , SEE DETAIL 4/C4 48" 5D MH ` J 6" OUTLET -�� % / / SEE CONTECH DETAIL ON - _ ` ,,,/ J` ® 4% 5LF - -183- ` � _ I �` SHEET C4.1 . �� - _ - _ _ RIM 183.75-3" ABOVE FG Y`u y, --' / / (E) 21 J�r�i... ` � IE IN 178.45 (6" E) �_ - _ _ _. � _- ' / 49, lE 176.67 =gig- - -48" ACCESS SD MH IE IN 178.45 (18" NE) '��- - --- - - -`�! _ ~188 / RIM 1 89.80MATCH FG IE OUT 178.45 18" W _ / 72" SD MH -� -1$6IE IN 182.95 (10" NE) SEE DETAIL 5 C4 ) -- - / , RIM 190.00-3" ABOVE FG - - " - / ' ETI - 1 _ 1 / / / ! /IE OUT 182.95 (24'' NW) 84 1 IE IN 180,20 (15 NW) BOTTOM 180.00 -- `- --- 1 1°' / 401 I 1 / / IE IN 177.05 (18" E) _ % ,��0 t� �; I 1 ( /n MILDREN DESIGN GROUP P.c., zona IE OUT 176.95 {21" S}(E) SEE DETAIL 4/C4 �� - - - - (E) VEGETATED �j79 1 l J J ALL RIGHTS RESERVED SEE DETAIL 5/C4 -� - _ CORRIDOR THESE DRAWINGS ARE THE PROPERTY OF _�• BOUNDARY 81^ \ VEGETATED CORRIDOR ----7:2:-/' `182_ /+►� // // /i (E) STM MH MILDREN DESIGN GROUP, P.C., AND ARE - _ `ti 1g2_ = _, 1 MITIGATION AREA // / / NOT TO BE USED OR REPRODUCED IN ANY ��- ' ` - - - - -183 - i, �W�tD� / �/ / RIM 193.70 MANNER, EXCEPT WITH THE PRIOR WRITTEN / / / PERMISSION OF MILDREN DESIGN GROUP, P.C. _�� �- �- 184- -� � ' � � - - - � _- i / / / IE 185.00 (15" SW) ^` ` 185== - i -�� �� ,-I//0 / IE 184.49 (18" N) Date: 01 May 2018 OR - --- ` „- - -- - - - E) VEGETATED �� / Drawn by: Checked by: HWY 277 ~- - 186 -187 �'~' -- CORRIDOR BOUNDARY ��� (E) 18" 5D OUTFALL DELINEATED (E) - - - _ -- - �- - ��-' IE 182.68 - AS KJK WETLAND BOUNDARY ^ - - -- 188` - - - - - - �1` - -` � - 189- - - - - --�-/ -. 190- .� TMR Job Number: 17260 mJ SCALE: 1" = 20' 6111.111111 Sheet 0 10 20 40 Permit Submittal - May 2018 C3. 1 / 4 ---... . \ / , 0 s,,...„. h't. ,. / EXISTING / ,. MILDREN DESIGN GROUP, P.C. / BANK OF AMERICA f I EXISTING / \NI \ ARCHITECTURE • and, 1 0 // / 1 % / , 7650 S.W. Be on , Suite 120 1 °� Tigard, Oregon 97223-8692 Voice: 503-244-0552 / I i ' -tet. , l`:�.--` Fax: 503-244-0417 / / � , . 1 ''--- .. lEAK I H� ...../ 0 ` . \ T.M. RIPPEY N "199,, ---(2) CONSULTING ENGINEERS - 199~ \ // \ 7650 SW Beveland,nd, Suite 100 Tigard, (E) STM CB \ * ` g Oregon 97223 PhonRIM 198.55 � \ ,, 1 t-- N. � \ Fax: (503) 443-3700 0 \ , / N. .. N\ ,1 sc4._ PR Ore CB \ I �:;:'i . Spy �G I Ngo' �a M 98.Q5--MATCH FG INSTALL 22" SD MH RIM 200.15 - \_, 4 ^ - 1 > 7 �vgsyivr, ` 15504 y PRIVATE FH 200 - WR ! / A 1- 199 411111111 S 'r -....._ i m _ fy00, �' / I Q R O. ' ON I \ p ! 199'N'A - - k 2DD - -�X Ix`_` l; - � // ` qQ �2 y 25,\99 +ya- --_ - t OG � Ill�g � i S� � � � � ' 199 ! �9i ` � �� ` I EXPIRES: 6/30/19 I I .SD SD +SD O ,1 P# _ - II / 7 ; I 199 200 - 200- " - - - - - _ _A - - �� / III I I ) `- - 1 - - - � J . *to I f 11 1 /195 / 198 - - • � � I i1g�' I I II 1 1 j 1, i � •- 198 • . ..l" ( `7 1" �d _ •,, 1 T- •,;�/ Client: 1 � _ JLR ; / / i I I I S11` I11(III# _-. - - - Ir - - ;:�, III _ _ -198 1 ... III _ ' -s7 ' + 1 - - - _ I I 1 i 197 - _ -_ , z ` t ; I '� - - I I - -I 197 "t _ii li, I .. II Ilt -- - - - _ _ _ I . IIpy1 e _ ■��f ,� �''� 720 NE Grand I Ave.A I I / ! ('\ + V7I 1 •M l - - s / �� r ;; 1\ Portland, Oregon 97232 � � 196/ 1 / 1 4. -19 I - - �4 \ I In ` - - _ ._ -- - _ _ - - - -- - - I -196_ _ 1 <., �. .e6 - y I Protect: IIII l 1 J I I 6" FW FFE 190.50 -\ I 44 / LINE • (SERVICE - New Building II I I /4 , AREA) -1 ,�, j. - 5_ r'' 195 � 195- ::�;: I I �` 195 ` 19 I r -vr _ I / L l o ` 1 I � 1 / l �� ��195 1 � � _ I - mi - ` 195 ' I 1 + �- % ____ - -�- 4" FDC LINE. SEE �' I , 195-- ' ! BLDG. FIRE PLANS 1 IL FOR CONTINUATION. I ,=,--_l.. f_____--194----- - 194 �, J1 \ 111 { �n 6" FW LINE. SEE BLDG. - r ~I _ Z SAWCUT LINE I - - . 19 1 PLUMBING PLANS FOR !4 EI • I X94- _ ! 4 _ CONTINUATION. �+ y I I ` �194� _ _ 1 - - - � - ^ - � - - --1 t41 194 10125 SW Washington Sq. Rd. 4 �. --- ;:;; _ Portland, Oregon 97223 1 � L 1 1 1 -.- - - -193-- I _ _ - - - I ! 1 �- -ir o {� _ _ _ �� fo- � �r I 6 FW ,I ' Sheet Title: 1 . ...- _./. _ lir LINE {`! \ I 1 �. 193 !rn rn \ I 4" FDC I ' �- _ _ __ 1 % Sanitary Sewer ilipifI °' \ 193 I ` � !"!: / LINE I:�`,�.;� 1 0 4 !-- - -- -- ., _1.,_ _. _ _ h„ „ , , , ,-111 if _ wi' 1111 9J_ _ _ - _ _ _ _ Water Plan I I I 1..\ ,I IIR 1-1_ Lyn . �� + � "`j I I oI,/ ==. =� North 1 I ! \ I �' I • /if. _I - _ 192 1 / 1r f1 1 I 192- . v.' - r. ____ ___ ___ --...1924 - - - 4 / MATCHLINE= SEE SHEET C3.3 / - \ / I / If f � - - '" ` I. + it �\ INSTALL FDC _ ` - �'� / 91i .CAP (E) TVWD 8" I �' - - - - - �� gwft, � ,-'�-- -191 - ��.����� INSTALL 1 ,� ,. v 190 ! �.i., PRIVATE FH \ - Z PUBLIC WATER MAIN. .Vp ♦, �} .,•4. - -. - _ Q SEE GUN 24. ,�. /-.-� _ ��� I I 6 FW ; - \`� i ` - - - - - EXISTING 1-STORY ! p . ~ - - _ LINE , : _ -192 -- --� c. BUILDING 1 1 f 1 -191 ! �-,� m I j •� ♦ _ i ��\ \ Revisions: o I1 � < <4 . 19D 1 ! 1 o ° - 1 _ �� •490 - � \ l _ y -- I 4 1 .Yq \ \� (ilk (1) a 1 il liet !.:,) ' - crz.; - ♦ pa, 19D x - i• CB Ii rTh \ �� k -74 . „ , x � � _ 48 SD MH RIM 190.OQ 1: ♦� . \_\ �� 48 5D MH RIM 1$9.65-MATCH FG 1 • . �-► x\191 Sp RIM 190.25 MATCH FG t (E) SSCO 4 FFE 190.50 • • , So ` !�4 � L 1 - I I - - --1 .r489-_,/ (SERVICE AREA)'N9 T- - - 4111P . r� �'4� \ ` ' 72" SD MH -� r O� " RIM 190.30 MATCH FG 4\ 6 �� _ _ _. _ _ WilritA 189 . y �,._. I 6,. SS 1 \ \ UT - CB Ai( I j 6 SS 1% _ - - SSCO ; , 142 (E) 8" PUBLIC WATER MAIN. lir \ � 85 LF I - � � � LINE RIM 189.25 ♦ �1 \+89-- _ _ _ - - - J . 70 LF % x ^ ` COORDINATE SHUTDOWN WITH TVWD TO 1 1 I 0I , �� - - , - I S E 1$4.95 \\ \ �� �-J CONNECT TO (E) 8" WATERLINE &itiltAh_ �� \ O ��1 SSCO s SS -1 ABANDON SOUTH OF NEW CONNECTION. + X8.9 �I IE 18 " SSCO I 8 � \+ �1 \ i' 67 MILDREN DESIGN GROUP P.C., 2018 1 ` IE 18fi.50 / S'Qg6 SD) . I '� _ I9ALL RIGHTS RESERVEDT,� :a_ ' 1 IE 1$5.65 IE 187.21 8" SD) - ` Fyy 19D '\k` _ THESE DRAWINGS ARE TME PROPERTY OF 1 I ' IE 186.40 6 SS)SEE GUN 20. t , \ 194 / MILDREN DESIGN GROUP P.C. AN1 1I 1 ® 4 / ��. IE 185.18 �fi SS) pW CB x \ - DARE 1 \ �+ ��'� •� \` ♦ \ ` NOT TO BE USED OR REPRODUCED IN ANY RIM 189.5Q k \1 �• .+►**4** �1..„,...,:.....„,„.... •` • ;\ \� \ ` , , MERM ER, EXCEPT WITH THE PRIOR WRITTEN �+ . PERMISSION OF MILDREN DESIGN GROUP, P.C. 9- 1 �� - NY I `\ ' � �� oft`. \ .�., 6 SS ,` DETAIL 1 /C4.1 FOR L - -\ . \ - _ MORE INFORMATION. (E) SD MH I /� I_ _ �I ��MAPA**** � \ 75 LF r S` � � ��. Date: O1 May 2018 RAISE RIM TO EL. I !4 _ -- Q `,• W ** ! SSCO :;;, x / \ (E) SSCO Drawn b Checked b �' 1 \ *4*11 IE 184.20 \ IE 184.65 �� Y Y 191.QD-3 ABOVE FG I - x 4 q 1 ig% . ' , `` 188 _ IE 186.9Q 6„ SD _ '1$g 81/ DCDA IN liN /b Alp I� CI AS KJK 4 I; !_ _ ' IE 184.40 (6" SS - 1 1 \ --_ 9\I \1: S VAULT PER TVWD CB -4 11IIIIIIIII1 I�. `�, � ..: '\� S STANDARDS. SEE � r` RIM 189.9Q -� \ / ' TMR Job Number: 17260 1 1$7 �,.. :._.:.. ..,,._ 1 ,c7".,, 8 FW GUN 15 & 17. Jr - �: ., - _ _ I i %---, LINE w • '� � �� _ 111"11111d1110Sheet \ 6 - I . ' ,` IE 183.85 6" SS �G,'• l, �\ : 9ED SCALE: 1 - 20�� LINE 1 j \ - ce, `„. IE 179.60 18" S�) �� x 1.5 DOMESTIC 0 10 20 ® ♦, SSI r \1 I 1� a \ 1 ►41 6" S (E) 2 SERVICE V ♦ -� Permit Submittal - May 2018 C3.2 11-1.00- --10`.-_--_,..,..„„, i!, 1 1 _ _ _ ____ _ - ____ _____ - 77 ....... H I ..., ........, „ /-' I w .1 L._,_..._ •1\\ , 1 . u, /41,rit � - __I � �- � 192 \ 1__ - ,, l i u 7it..ot MATCHLINE SEE SHEET C3.2 if / I -192 - - - - l _ - - - - - - - - - - - 9i INSTALL FDC -1 ~ ~ 1, - - / 1 ' M1LDREN DESIGN GROUP,P.C. `- ` /4fAurz.,-->,........,,,,. • ' I. � . .._ ARCIIITECTURE ■ SPACE PLANNING ,. .. . � --__ -891- - •�•,, INSTALL ` - lik-\f _ e . ., ; 190 - ;...: �` PRIVATE FH - _ _ - Q 7650 S.W. Beveland, Suite 120 < " r I \ 6" FW . / ` - EXISTING 1-STORY ,g Tigard, Oregon 97223--8692 r ` - I LINE ��� - ` - -192- - - - --� BUILDING /A I , ��j / c voice: 503-244-0552 --191 fil' �"m �, _ - -, �► 190 / / Fax: 503-244-0417 O -` '� �� _� �. _ 1Ae'Af -490 , • --'64-- 4414r • , • 1 1 -_ i \ \ 2 1 ...._ 190 picti / .... I 1"- 4.4 o •�� . I `� k / /` - _ 48" SD MH / ' . `� �. ! � :' \ 48" SD MH _ RIM 189.65-MATCH FG / 193 ♦� . k S �, RIM 190.25 MATCH FG - (E) SSCO T.M. RIPPEY ,6 / __,_ \. 1 • . , ° - _ FFE 190.50 �• •. S° ��,�` ��/° ��' �� 1 -// CONSULTING ENGINEERS • . 7650 SW Beveland, Suite 100 l 1<\ I 4-189_,/ (SERVICE AREA}yam gig - - �+ r _ _ _ �� ;% i •-� x / AIW ,� 89 ;; / Tigard, Oregon 973290023 I �' I ! 1 „ ` ��,,, \ �\ \ SAWCUT CB ♦ ( } 8" PUBLIC WATER MAIN. I- . 4"W ., _ 2 Phone: 503 443 �, ) J� . ` , --"-- I 1 .6 S5 © 1% ® 1% - SSCO \ _ LINE RIM 189.25 i \ / { } I I 7 COORDINATE SHUTDOWN WITH TVWD TO 48g.._ - - - 69--CF - IE 184.95 • \ - �, ( ) I /� - _ - - �� - 85 1 / j� r ` ,� ` \\ /to\ ICONNECT TO (E) 8 WATERLINE & u iFax: 503 443-3700 \ . S ,I � I \ i ,l��i� !. 5SS � ,�,� � �� k \ � � � \ ABANDON SOUTH OF NEW CONNECTION. �r8 I SSCO SSCO % •� •`•- Ilw ` \ I. ' I - 1 9, IE 18fi.50 tOrilipwit IE 188.09 6�� SD I 190 •`�\ 040---- ` / \ 1p21 \ SEE GUN 20. r/ IE 186.40 �6 SS '''-i- -,,,,,--- ..,,, IE 185.65 IE 187.21 8 SD _ 1�i k\ \ 90 ��~< ' 7 _ . � ! IE 185.18 6 ss - PW CB k \ C#, - _ / / D PRO 1 1 I 1 ' 7I Aswie., \ \ \ \ 1, �� FF4. . �_�n. ,11 .��\ ,. ♦ i , RIM 189.50 k `� \ . � �� i : _t911_ \ /y--... _ /- `�S `� • �•� / ;i 6„ SS SEE DETAIL 1 /C4.1 FOR �\ �' 15504 ��' I \_ \ _ . . i ® 1% \ MORE INFORMATION. '' An. 9i I-- Iry�, 1 2- - - . • Applir '\` -- - 75 LF I SSCO �' �� \ (E) ssco _ /�"a8 L �Q� • '411111P - -""' ' . fit' , x\ / , IE 184.65 el ox ox �; . IE 184.20 N I �/ \I IE 186.90 e, 4 x�, 79j �, 1111/1 GAY 1ggI - -J I 188 6 SD) 189 $ DCDA IN '• ' / 25, ,�, -E - 4� h `�? IE 184.40 6 SS VAULT PER TVWD CB 1 SRL KORO / ` , \ SS STANDARDS. SEE `-� - - - ____ \ RIM 189.90 } IlIIIl1� 1 . `� 8" FW GUN 15 & 17. k ���� \ 1 I EXPIRES: 6/30/19 1 -187- ` ���� ,0 LINE - �.��� El F' SS C� 5.9� ® '__ t� SEE GUN 25. 6" FW - 1� - �' *,1� : � IE 183.85 6 SS) C►,'' ?� 190_ (,7 LINE \ I -14r \1114kop r� r7 '' IE 179.60 �18' SD S k\1.5" DOMESTIC METER - - _ , ca) N E 2 SERVICEriAt.,_ \ r + 2 DOM, RPBFP ' 4r - 40 i Client: I FFE 191 .00 � r�� rrr , o �,4 75 LF f \ \k,_t �\,,, 4" 186. . \ / r �. ', SS COIE 182.16 '` L - 1 (E) TVWD FIRE HYDRANT TO ���r3 Ne)/ 1 L �., - \ '..:777-47411. 1 CONNECT TO E PIPE FROM f 1 BE ABANDONED. RETURN FIRE �1*� 88 O ! 11x6 COALESCING PLATE 6 SS 0 I 190 I 1 13/f/4 4 HYDRANT TO TVWD. �� �'� 6" SS41" ® 14.7% NORTH. ABANDON/REMOVE (E) I 1 11� � ������ _ OIL-WATER SEPARATOR ® 7� SS 15 LI' PIPE SOUTH. SEE GUN 8 & 25. ! � N 44 . RIM 190.00-MATCH FG - I \ SSCO IE 187.45 � �, 45 LF .n. -,,\ 1 1 4 SS 1% P� / ' ! ;` • IE INT 83.45 (6" 'NW) ''� SSCO I SSCO IE 179.95 \ /, „ EDU 183.2D {f�"'SE) _ SEE GUN 25. + FFE 191 .00 ` o 1co 185" \ I SEE GUN 20. 1411,40%Wt. SEE GUN 26. • 180.00 1i‘ \i ( --N-z._:_,..,,, ,, / / - 8" FW LINE SS a\ SS CO scies���■ �•, �1 r-o --- • L ` FFE 191 .00 / }°� 2" DW LINE - \ / ` ; /,-- - • . Sc' 6 5S --, IE 179.45lilt ����/�. 720 NE Grand Ave. ", ` �� 11 2„ DW Phi" / 1 /�\\ /.. // - SS 5 LF ® 1% IE 1ig 1% /sib . IE 878.80 65.50 2 SS) NEWPortland, Oregon 97232 4--Clatg.,_. ..,?Z (,�� \ LINE , ' \ • PWR � ,/ �/ / \\ / /� I/ �',+� ; SQ ® 5.2% i 45 LF 6„ SS /I; ■ • \ •;, \ ` '0FFE 191.00 / 1 85 LF �1 3 / © 1% ellaiiiiiis ♦ I / • / ' / ;i . IE 186.62 6" SD) 8 8 aNI6" SS ® 2% \ \ 4 4" SS Q 1% i - ���� / / .��o�� • •��' -, IE 180.61 4" SS S 4 SS 45 LF / SSCO 'r; 55 LF. SEE • Project: ittot, d I I I 188 ��� NIR / "te t } ® 13% �;. �q 80 LF .` / �� . \ I ti 35 LF /� IE 179.00 ■ GUN 24. ��\ f d ` / O �� Z SSCO I r' New a INSTA \ ` •� / / , � •��►. I ` s , S eW Buildin�� / �o. .. - _ / p ���. r,, IE 182.05 q •:_ rPUBLIC `'.'R� / _ TotitiliZtil;:4;41:77:11:4;i7411;hn'%111441141? + ♦ 0 190 b\ ` S IE 186.15 6 SD / / ` , ,`� o ` 1 //1, � . �T/ S1S ' SSCO ;✓ iiri. FH ` 1 D IE 185.50 �4' SS 1 I �• r� ,„ CB oyy 1 �'.�, �` � �' S- o i / ., r � '� j IE 184.05 -1 / . M/ 1 1 `�_,_ �� !�j - / 1 ♦ . , 4IOV • RIM 189.00 88N \ r�.. SSCO 18> - -. / / 661) \ ' INSTALL '�'IE 186.15 ;rl1 \� \ SSCO I / ♦ ...;,44,400,400. / 6 FW LINE PRIVATE - I �_ - ♦ ; ♦ . at . i` \ ) 0 (.51 48 PUB I � \ IE 185.35 1 �� �� ��i. ') . �� `�' ABANDON/REMOVE 1" DW LINE o FH wow SSMH 5S 35 BD 78 `\ , S I` *�A��,. 4 SS ® 1% Q E SAN MH 4" SS ` 0 .) \ ` \`�� S ' 4 SS 1% i ,�� a`A',t + 85 LF y� O lir 1 RIM 191.10 1 \ �� 1 S -`I i90- ` 1�* ..,,� ABANDON (E) PIPES / 1 ■ s •` •� 6,0 LF 191 .25 � , � IE IN 177.90 (6' W) NEW 6' C _ \ ♦ 50 LF v , ,,� 1 \,, -� �,%8, FW LINE ;• . Q ` ` SSCO I � �r���:: �`��;,�� TO THE WEST, / �, -T ` \�� �-- , 2 DW LINE \� • IE 184.851'1 / \� \ �������i S �o - SOUTH & EAST. �. " �'f IE IN 177.40 (8�� N) (E) 10125 SW Washington Sq. Rd. �Np \ ��� \\� �185�, ----.....„7:. .. 185 r I \ i�l11P 4. �� ° SSCO IE S ' SAL IE !N 177.35 (6 W) (E) Portland, Oregon 97223 �V `� yr S IE 186.00 1 �� �� 0 �! .�� jk S ■ V „ \� SS 104010404It��**eV 182.90 REMOVE (E) PUBLIC ' t` VEGETATED CB \ .7cin' \ S 4 SS 23% \ #4444%/40 44k440,40.40.416-- / ' �/ FLOW-THROUGH IE IN 177.25 (8 ,$) ( ) 8 D .+ ♦ ♦ ♦ ♦ ..4 1 WATER MAIN, METERS, / ■ 3-- : 4,����� ��roetoo� ity,* „ IE OUT 177.15 (8 E) (E) RIM 188.75-- N.:. N� '---- 5 F ♦�-40kr % 4. at ti / $ FW LINE & EQUIPMENT. COORD. .190 SD I ` 'f 14 8111 RAIN GARDEN \��� �� \\ 18 \ Fyy :� SEE GUN 20. . _."� i, •�, / 2" DW LINE WITH TVWD METERS TO % - - -r ■l SEE GUN 24. Sheet Title: Ns ♦ +, 4 SS C� 1% :8 O \�2 I E 186.47 6 SD) ������th - O / \ Z / 1 \ _ �18j OXY \ �w*������ 80 LI BE RETURNED TO TVWD. SS IWO tie f - -176- - ^ �, IE 184.45 4" SS) ,�1�+•t,• 4 / / � \ _� ^ � � W� ` � � � ��� � . . , r% _ , .t- -� / �� IE 186.75 / � � : \ \ NQ. ---- ---:-.77,9'p \�\��\ "he \ ;,,�, �n�� IE 185.40 6SD , 189 \ D 4„ SS l.� P I 1,' Sanitary Sewer • ♦ �,► IE 183.50 (4 SS) `/ N �. PUBLIC N �7�s ` \ \- -,.. ` S r `. / J ® 4.2% /:, 1 / At a, SIDEWALK N \\ �. ii,D ��� N. �S7 '♦!.� IE 185.40 / _ 189 - " r,..` / '�j ' EASEMENT & Water Plan 1 •`� �Y „ o SSC° / ■ \ ,(E) VEGETATED ���� \ ° to \ 4 SS 1 (6., SD) �\ -186 - .A r / \ \ CORRIDOR BOUNDARY �1e,8�N- - c\/ f 105 LF IE 183.60 ON 1 p - _•p IE 186.55 a C �� -.....,,,,,,..„,,,,.. .(4.1 SS ' ` 1EE 183.13 ri SS) // ` _ 44■ South DELINEATED E ` .` > �?� r� \ SSSCO ) •,• 178.75 18" SD) X18$` ` t (,any ��� /1 / 1 i WETLAND BOUNDARY \ �� l•��� \ S ` ;`� • //,_______----•-- 1Q \ $ � � � � � �� � ���� z . IE 183.70 ` � / 11 *VW■\ , \ 7 INSTALLD \ 25.0 OFFSET FROM C,gN3` `-- -- _ 4%.4,47A11.._', ►. `' ` \ 790 1 _ l.P ==1 PRIVATE FH 7 _ J ,r �� 1 ' >>S WETLAND BOUNDARY 96" 5D FLOW CONTROL MH_ -_,.,411ter` •: °y, �� ' y `�� ,, las � :l / }/e o / „.... ....._ VEGETATED CORRIDOR RIM 190.25-3 ABOVE FG • CE) 2" METERCB 188 gki, ■ " _�.1 i` � _ V ..12--,,.411P1.11.158 84& 4" FIRELINE 71*-- --"11411-8 --- RIM187.00 /,/ ii OMITIGATION AREA i _ 80` _" \ - 4r�it�_ - -j 18 8g �� 1►i� • �iS / I\ 176 _ ti� . ' :'"'":'-'-'"4llitl,T.......;______-4aormw.": w • .c / r■ ici. 0 ��_dated111:__„_. 4.;._ _, _ �, Revisions: �4 �' pviii7864._. --/ ili. ~~� � ifil 8s ____: SD 1ca - _j - 1111111 ---'----4-s." ->•- ,8X1 1 PEAK DIVERSION to. . . _ _ :. .. / // c3 STORMFILTER VAULT 11 _ _�83, _ CB a�tt r �8�� j8� . 184 78s / f ' 1 - RIM 190.75 - C) 70 6 - 782 -- _ • RIM 187.00 1' r ; 1 I / 1 - _ 48" SD MH = � � .�L � •_ _18 _ - �' / / / ^ RIM 183.75-3" ABOVE FG - -179 - - -. 48" ACCESS SD MH � -, _ _ - - ` -! X783 /p I p RIM 189.80-MATCH FG .- �"� 1 ao -- - -- - -_ / ----:--- - - -- - -- -, - . -754 I ( / / / 1 ii9-----0- - ---.1 _ ., ,c,. .) ._ ____ 1 f , / y �� ff�� ----279X,- `17 L / ��O �--^-t �3� I I i I I / ALLDi21GHTD5 RESERVfDP�P.C.. 2018 _` 1 (E) VEGETATED - 0 / 11 I I �� CORRIDOR - 1 1 a :11 VEGETATEDCORRIDOR / / /, ) THESE DRAWINGS ARE THE PROPERTY OF -( � 1g2 / / MILDRENDE51GNGROUP, P.C., AND ARE-� UNDARY - - - 18182_ �_ ,� MITIGATION AREA �/ / / // /// CEl STM MHNor To 6E usED oR REPRODucED IN ANY EN 1 `� _yy� _1$3 = =� WE`f}j�Jp� // / /////// / / RIM 193.70 ' PERM SION OF MILDREN DESIGN GROMANNER, EXCEPT WITH THE PRIOR UPTP.C. / �,' 1- 184- �`�-." - - - - - - - /i j/ /// // ^ ` ~ --185 - - -� � �-'yam- _ � - ,��� �/ // Date: 01 May 2018 • (E) VEGETATED ��' / /�R HWY ` ^ ~ ~ - -186` ; CORRIDOR BOUNDARY �_�../ Drawn by: Checked by: 2r7DELINEATED (E)L -- 187 - - - ` �' / AS KJK WETLAND BOUNDARY - - - 188- 18 - ---` '_ - - - - 189 0- - -- TMR Job Number: 17260 IEB SCALE: 1 " = 20' 61MElliMill Sheet 0 10 20 40 Permit Submittal - May 2018 C3.3 -- .: -Atoweippowki....---,.. MILDREN DESIGN GROUP, P.C. ARCHITECTURE • SPACE PLANNING STANDARD MANHOLE 7650 S.W. Beveland, Suite 120 FRAME AND COVER Tigard, Oregon 97223-8692 Voice: 503-244-0552 PAVED AREA ONLY LANDSCAPE AREA ONLY �?L� Fax: 503-244-0417 - 4. 6.5" TOP SLAB & MANHOLE RESURFACING TO MATCH EXISTING PAVING U � �` �� � RINGS SHALL CONFORM METAL GRATE - RATED FOR SAWCUTTO ASTM C-478 16,000 LBS. WHEEL LOAD SECTION. SAWCUT AT LOCATION OF JOINT. STANDARD M.H. / 1'-10" DIA. CLEANOUT HUB CAST IRON PIPET ARCHITECT TO EXISTING EX. A.C. IL RUNGS 12" Q.C. • i 1M K SLEEVE CONNECTOR (H-20). SECTIONLOCATED ON VERT. fi"-7-10"- 6"- CONCRETE -Fb-3500 PSI PROVIDED BY MFR. PIPE SIZE COORDINATE GRATE STYLE. �� SIDE OF MANHOLE, f 48 /°Q °a o 6" 7,77-77-7 \ T°M° RIPPEY 4- FINISH GRADE I III H II II II II II II II I II II II 11 11 11 I ° MIN // // //� WITHIN 24" OF �) .j°./ ./ \r ° \/\\/\\A ���� COVER AND FLOOR / ,_4" CONSULTING ENGINEERS �` CLEAN OUT �/ /\//\/ //\ ° , /� WATER TIGHT / a ,� - \\��\r\\j\� ° 0°0°3\ SEAL, TYP9 . 7650 SW Beveland, Suite 100 \/ \// 18" MIN. 0 W.S.E. 1.5" O" CRUSHED �\�� ° APPROVED NATIVE z ,. 7- /�\ ° FOR PVC PIPE /� _ „a°° ° �BACKFILL Tigard, Oregon 97223 < e . \� 6„ AGGREGATE BACKFILL \1�T8„ � \\ " OUT (COMPACTED) //\f/♦ Q ap a (COMPACTED) Q INLET OUTLET Phone: (503) 443-3900 r/ / ,- 4 DIA CLEAN .( \ \\ \ ll Fax: (503) 443-3700 \• 4 �s, 3/4 --O" CRUSHED ROCK - `�- BAFFLE \ � `,° \\/\\/\\�� w/\/\i \/\/\/ oy a ° 41iez, COMPACT AS DESCRIBED IN N/ / °4 GEQTECH REPORT. 4010' \\ \ ° o°b °. / \%\ \/\ BOTTOM 8°0°°&:°0�°0.. .F?°o°. $°o°,,k°o • a ° ° ° ° ° o.o°• o o.o. .�°oe°1'eo°. :. ° °�°° ...° ° °° ." 18 GA. INSULATED TRACER WIRE //\//\•• E •Ga / / / D- 4 . 1 N / O O a 2e0.0 e .0 8 q. °00.0. . O°Oo 0°8,0.0 000 6.p° s_......_ ,\ (D\ °O ° P°°° \/I\II\//\/ > °°' ° " • °d , :°. ;�. '". °• • a .� e CRUSHED AGGREGATE ON '`� X5504 9 / /\/\/\/\ Q • - 3/4"-0' COMPACTED E�, p O a 0 0 e 0 O• O• 0 0• 0 0• O O .° °°°•. • ° ° ° ° . ° °c•.° °° ••. ° o ° •° °p ° • o •°�° •o°°a '°°° ° W•°° a 8°ak°Q° koo° O. O. ' 0 o ° ° - IE AS CALLED PIPE ZONE 0 a �\ � •°.°P•a ° .0:0.: ° ° ° r \ \ \ \ ° ° '°°.°e. ° ° COMPACTED SUBGRADE °.. .''• ° ° . OUT ON PLAN I \ p / °• °• ° °a ° • •° ° °° •° M o °• n °• a°• e e e °••° °• ° °$,O O• O ° e O O O 0 O a e• ° ° °•' •e° o O O ° �� °• ° ° �` ° ° PIPE SEE PLANS o�.l • e•°° °° .°°•• ° 9•.. O o•.u I/ BEDDING olc.I\ ° 0 O A �� OR41Ir 1k Y.. "--- - 0 i� FLOW USE D.I. PIPE UNTIL 4 �� °° ° 4 ° °° \\\\\•/\\\\\ NOTES: C-478. Gtr 25,'�g�G� PIPE BEDDING 18" BELOW GRADE, � " \/�\/�\/�\/�\/•\'� 3 „- 1. ALL PRECAST SECTIONS SHALL CONFORM AO THE TRENG4U1OFM4 OT 0 PSIASTM AND 2" TO 4'LL SLUMP POURED 4/?1- � 2 -0 SQUARE OR ROUND SHEET METAL \/ /\/\/\/\/\ /4 0 PIPE BEDDING IN PLACE CONCRETE SHALL HAVE A 28 D S l<0 I :eoo:k° :�°°°:k°°e:�°°°:moo°o=�°°°ado°o ,3,.,04,..:�0on. CATCH BASIN - DEPTH AS REQUIRED. �\�/\�/\�/\ \1 ° ° °°.•° ;•° •\ ,\� & PIPE ZONE MATERIAL 2. MANHOLE DIAMETER TO BE 48". EXPIRES: 6/30/19 '°moo°o•°e,o°o•°mo °o° 0•°.00°°•°e,o°°o•°.,o°o•°.,o°o•°.0o°0-0,00.i:0°°•°.+,o'0,, . ,.° COAT WITH ASPHALT EMULSION INSIDE 3. ALL STAINLESS STEEL PARTS SHALL BE A-304 GRADE. AND OUT. PAN WALL TO BE 10 GA. NOTE: VERIFY ALL REQUIREMENTS W/ JURISDICTION 4. POUR BOTTOM TO SLOPE TO SIDE. PRIOR TO START OF CONSTRUCTION TYPICAL CLEANOUT DETAIL CATCH BASIN DETAIL NOT TO SCALE TRENCH BACKFILL DETAIL NOT TO SCALE (:4::) TYPICAL 48" ACCESS MANHOLE DETAIL NOT TO SCALE Client: NOT TO SCALEJLR 720 NE Grand Ave. Portland, Oregon 97232 Project: New Building NOTES: 1. BAFFLE WALL SHALL HAVE #4 BAR AT 12" SPACING EACH WAY. 2. PRECAST BAFFLE SHALL BE KEYED AND GROUTED IN PLACE. JOINT BETWEEN CONCRETE BAFFLE AND MANHOLE WALL SHALL BE WATERTIGHT. 3. UPPER FLOW ORIFICE SHALL BE ALUMINUM, ALUMINIZED STEEL OR TREATMENT I GALVANIZED STEEL. ADO 4. FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT SHEAR GATE IS VISIBLE FROM THE TOP; ! CLIMB-DOWN SPACE IS CLEAR OF RISER AND GATE; FRAME IS CLEAR OF CURB. STANDARD FRAME AND COVER. RIM 5. MULTI-ORIFICE ELBOWS SHALL BE PRE-INSTALLED TO INSURE LADDER CLEARANCE. STANDARD FRAME AND COVER. RIM6. RESTRICTOR PLATE WITH ORIFICE AS SPECIFIED IN THE CONTRACT. OPENING IS TO BE CUT ROUND AND II 444 ELEVATION VARIES, SEE PLANS. SMOOTH. NEOPRENE CASKET SHALL BE INSTALLED BETWEEN THE ORIFICE PLATE AND CONCRETE BAFFLE ELEVATION VARIES, SEE PLANS. GROUT 7. SHEARTO MADESHALLE A BEMADEWATERTIGHTSEALALUMINUM ALLOY IN ACCORDANCE WITH ASTM B 26M AND ASTM B 275, .I .. ♦ - , DESIGNATION 2g32A OR CAST IRON IN ACCORDANCE WITH ASTM A 48, CLASS 30B. UFT HANDLE MAY BE 10125 SW Washington Sq. Rd. f I I I ;� ° CONCRETE EXTENSION RING. SOLID ROD OR HOLLOW TUBING WITH ADJUSTABLE HOOK AS REQUIRED. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. MATING SURFACES OF LID AND BODYSHALL BE MPLAN Portland, Oregon 97223 ELEVATION NOT TO GROUT CONCRETE EXTENSION RING. ° INSTALL AS REQUIRED TO B. SHEAR GATEACHINED MAXIM OPENINGFORER SHALL BE CONTROLLED BY UMITEDFIT. FLANGE MOUNTING BOLTSHiiNGEEMOVEMEN"DIAMET�R STOPATAB55 SFEEL EXCEED SUB-GRADE INSTALL AS REQUIRED TO • BRING MANHOLE COVER & OR SOME OTHER DEVISE. ELEVATION BRING MANHOLE COVER & FRAME TO DESIGN GRADE. 9. ALTERNATE SHEAR GATES DESIGNS ARE ACCEPTABLE, IF MATERIAL SPECIFICATIONS ARE MET AND FLANGE BOLT PATTERN MATCHES. • MAX. 3 RINGS OR 12" MAX. 10. MANHOLE CERTIFICATION REQUIRED FOR TRAFFIC LOADING. 8 s • a a -- FRAME TO DESIGN GRADE. , ADJUSTABLE LOCK HOOK WITH i Sheet Title: `�24" / MAX. 3 RINGS OR 12" MAX. • (SEIEICE "A"TAB E) LOCK SCREW 2 ° a n O O EXPANSION BOLTS Levet line Level Line a ,6 LIFT HANDLE�� c STAINLESSILSTEE L 14.---------- c 1 f� EMBEDMENT ATTACHMENT 0 ��-"- Site Details RAM-NEK JOINT PROVIDE 1.5" - 0 COMPACT CRUSHED 11 18'>18"xY4' 1" ROD OR TUBING 11%...1.14r ECCENTRIC MANHOLE AGGREGATE TO BOTTOM OF PAVING BASE STAINLESS % VARIES: 48 72", 96"/a MATERIAL OR EQUAL s ROCK, PER GEOTECHNICAL REQUIREMENTS. STEEL PLATE �1 LIFT HANDLE DETAIL FRONT SIDE OF GATE OPENING TOP CONFIGURATION OPTIONAL FLAT-TOP MANHOLE CONFIGURATION • 0 6 SHEAR GATE 9„ /� ADS STORMTECH SC740 CHAMBER PAVING & BASE ROCK PER , 1" TYP MANUFACTURED BY KENNEDY VALVE OR EQUAL GEOTECHNICAL REQUIREMENTS RESTRICT0R PLATE. ORIFICE SEE STD DWG # 110 NOT TO SCALE Li- CLEAN, CRUSHED AGGREGATE DRAIN RESTRICTOR PLATE ORIFICE WITH SEE MANHOLE FR0E ROCK (2" - 3/4") COMPACTED AS INSTALLAIlON NOIE: ORIFIC(SEE TABLE AND DETAILHEN SPECIFIED) AND COVER 4 SPECIFIED BY STORMTECH POSITION HOOD SUCH THAT BOTTOM • MANHOLE RING (12" MAX) C( FLANGE IS MIN 2' 1j, NOTES: „f4",<'(,(.“,(,6/K ,� 1., . ,. " 1. : .- <� s �'• �,• :• • /v \`/�� ��/��/ i'� BBENVERT.LOW E ORIFICE ORIFICE�_ FLOW ELEVATION SEE SNOUT DETAIL STANDARD / ' ' ' / ' �� • ° �'1*%�;��l,�..•�y.li.��.��.��.��.�r.�,i.�i �*���ra��ajiaj'r.��. i.�i.�r.�r.��.p;�i. bra+� ��a��.�! 1. MANHOLE TO CONFORM WITH ASTM C-478, ASTM C-94, AND ASTM C 14. a // // // // /�, '�'.:.�.�, i. rr•�. �i' �.. �.` �. �.•. �.•'..�. �.''� �.' it r. _Ii, ��` ��,' �:' r.•,"s., ,rte'�.;'�.., r., \/\/ 2. ALL REINFORCEMENT SHALL BE GRADE 60. / MANHOLE RISERS j\\ \ \/y\ it-:�!.�!iate.•.�,, �./,•..e.. s.. .•:a,fe„-, „i,-a,,:stt.SE•:a„o„,i,si,s�.,.,� re,.• ,l.,,e<, tt.tt •\ \\ \\r ONE SNOUT MAY BE a' / er��srri � w t�.,r tl / \ USE FOR BOTH ORIFICE \ ��~� '�'��� '�I -'�f'. \\ ORIFICE C AND B. a �� 3. ALL. CONCRETE SHALL HAVE A 28 DAY ULTIMATE STRENGTH OF 4,000 PSI. a / /\\f�j\\j\ iireii AorPi •�� --. \ fid` -�1�^`-.L� =.' ///,A/ I R' • 1 4. FORM GROOVED INVERT AND MAKE SURFACE SMOOTH TO DIRECT FLOW. i �;f\\fj\\ \ \\/f\��f ����I;,, �!F/f IT MAY NECESSARY DBE To USE • 'A 5. STEPS REQUIRED ON FLAT TOP MANHOLES OVER 4' DEEP. SEE MANHOLE STEP DETAIL. \/\/\/\/\/\ .r... -L \� 185.45 TOP OF CHAMBER rno SNOUTS AND I. ' �I ;, a + Revisions: \ �\\ \\ \\ \ / OFF SET ORIFICES F 4 6. STANDARD PRECAST BASE SLAB. VARIES - SEE PLAN;' ' /7\/ C, MANHOLE r RAM-NEK JOINT \\ \\ \ \\ \ ���� .."4.......:•. 1.J \ / ETO E MEET PLAN O�Jp .q" d� ° STEP. 7. CHANNELS SHALL BE 3/4-VERTICAL HEIGHT OF PIPE WITH A SMOOTH FINISH. ° /\/ /�/\ \ /-\\ �� INSTALLED ON / MATERIAL OR EQUAL � �'..� �� �' 1 \/\�\/ \ \ \ \ \ \ I/ \ \ \ ., BOTH SIDES 8. ALL PIPES ENTERING OR EXITING SHALL BE WATER TIGHT. -u \/////`//\ jj/// - " - /\�/\/\�/� SNOUT DETAIL ORIFICE C�/a° �� '" ' a Of BAFFLE \ `C \ \ I I�' itn/ WALL 9. 12" MINIMUM BETWEEN PIPE ACCESS HOLES INTO MANHOLE. DISTANCE MEASURED AT \,\\///\////\//�//;//\arealr 6 / .\/�\r\ IE 182 95 (SEE STD) OUTSIDE OF MANHOLE OR PER MANUFACTURER'S RECOMMENDATION. • /,\\ \\ \\ \\ \ �` �' ` �� ���% /\\ 182.45 �r 10. PIPE ACCESSES INTO MANHOLES SHALL BE PRE-FORMED OR CORE DRILLED. HOLE Q '��/\//\j/\f/\ \ \ \ \ \ \ �\ '\/�/��// / / ORIFICE B -•�1 PROPEX GEOTEX 601 \/ j\j\h\/\\/\j / jjj / , \\j\y\\ \� FLOW CONTROL STRUCTURE TABLE �'LIFTAHANN�E SIZE TO EQUAL PIPE O.D. PLUS MANHOLE WALL THICKNESS. 6" / / NON-WOVEN SEPARATION \,';`\//� \/\/�\/ //\/�\\ •// r Diameter Of Manhole (in.) 96" \! � IB` SHEAR GATE " 4a GEOSYNTHETIC f/r`f/�/,/r•/\�\ ( } SEE DETAIL TWO LAYERS OF WOVEN GEOTEXTILE PLACED F.L. In 182.60 • SC-740 END CAP ON BASE AGGREGATE, EXTEND 12" BEYOND F.L. (Out) 182.60 BAFFLE ��� �1�, EDGE OF CHAMBERS, LAP 18" DOWNSTREAM. Outlet Pipe Diameter (In.) 15" a WALL • ° 6.5" SLOPE: 51" / ADS 315 ST OR APPROVED EQUAL. Number Of Orifice 2 n f 6' / /12"/ 412 ° �� qz;") '- -,>,,__ _T''-'-- , 2"/FT .. Orifice A Devotion 180.60 lJ 4. e Q Diameter Of Orifice A (In-) g-g" RE5TRICTOR f _.� STANDARD M.H. RUNGS F-. •°' Orifice B Elevation 183,91 • (PLATE TABLE '. N E 12" a AND DETAIL) ° Elevation ' l 0/C LOCATED ON Diameter Of Orifice B (In.) 5.3" VERT. SIDE OF MANHOLE, a ° ° a Orifice C Elevation - MILDREN DESIGN GROUP P.C., 2018 WITHIN 24" OF COVER n - a Dia.-See Table . ALL RIGHTS RESERVED o _ Diameter Of Orifice C (ln) . ' o AND FLOOR ` �� THESE DRAWINGS ARE THE PROPERTY OF • + a • o o Overflow Elevation 184.87 I �. ° SC 740 TYPICAL CROSS-SECTION I ISOMETRIC CUTAWAY . 4 MILDREN DESIGN GROUP, P.C., AND ARE 6" MIN. KI y • - • o Rim Elevation 190.50 NOT TO BE USED OR REPRODUCED IN ANY �• 0 O 0 O O THE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO he NTS ��� ° 0 0 0 O ° ° 0 O 0 O ° O O° o,O O ° 000 O ° o o ` CONSTRUCTION IT IS THE RESPONSIBILITYULTIMATE oFTHEDesIGN ���■ ■ I SCALE: NTS MANNER, EXCEPT WITH THE PRIOR WRITTEN O O • O O o00 . O O O 0 O O ° 1111" _-I ., ENGINEER TO ENSURE THAT THE PRODUCTISI DEPICTED AND ALL PERMISSION OF MILDREN DESIGN GROUP, P.C. ° ° O O ° ° ° a 0 ° 111111 , ° ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS,REGULATIONS.AN+7 0 0 O O O ° O ° O ° ° O O O ° O ° ° 0 ° ° O°° PROJECT REQUIREMENTS 3�69�f�0°B3RIIIIP'F019.Mp,°°nrtxYH I DATE: 2018-02-27 - • O O ° ° O ° O ° • O • O ° ° . e TDYANCEG DRAINAGE 6Y6TEM6,SNL. O 0 • O 0°• ••0 O 0 •O O ° ° 70 1 PHONE O E 888- SUITE-284 I FAX NY 888-328-8LL 4006867 , DRAWN BY: I CHECKED: Date: O 1 May 2018 ° ° ° ° 0000 O. °°° 0 °° ° ° °° 0 ° ° 0 ° ° ° ° ° ° ° ORYTECHCOM 0 0 6" OF 3/4"-0" COMPACTED FLOW CONTROL STRUCTURE e .,...e7rv' CRUSHED AGGREGATE G�eanWater Sices Drawn by: Checked by: DETENTION SYSTEM CROSS SECTION DRAWING NO. 27Q DETAIL REVISED 02-17 GOSTANDARD MANHOLE 6 NOT TO SCALE NOT TO SCALE TMR Job Number: 17260 Sheet Permit Submittal - May 2018 C4 / v (1.o . 7/ein MILDREN DESIGN GROUP, P.C. Sp - CLASS "A" NATIVE BACKFILL CLASS "B" GRANULAR BACKFILL ARCHITECTURE - SPACE PLANNING '1' 7650 S.W. Beveland, Suite 120 k\ Mfr Tigard, Oregon 97223-8692 k\ AC PAVEMENT REPLACEMENT. Voice: 503-244-0552 1? O k ® S / • SEE NOTE 4. Fax: 503-244-0417 #"'►x\x p ,� MOUND EXCESS MATERIAL TO ALLOW , -12" MIN. SEE NOTE 4. \ \ ' FOR SETTLEMENT. CONTRACTOR SAWCUT CLEAN EDGE FOR k \ SHALL RESTORE ALL LANDSCAPING \k\ ` Sp TO PRE-EXISTING CONDITIONS. ' AC PAVEMENT REPLACEMENT. 1M K k INSTALL 8"x2" TEE & i 1- SAND SEAL JOINT. \k IRON-BODIED GV PER TVWD EXISTING w EXISTING tic 42.,.-----,k\ ` ` DETAIL 605. REMOVE (E) GROUND \��\�` < AC PAVEMENT T.M. RIPPEY i WATERLINE TO THE SOUTH. I \ / ,,�w k k PUBLIC • Sp �����\��,,���� ��� t CONSULTING ENGINEERS 114/ WATERLINE / DETECTABLE WARNING • /\ C '`'"'''' ROADWAY TAPE FOR PIPE DIA. >12" \ \ �•�•••••'� "'•~•'•' //� � e �, 4A0a.a+ =•w=i= BASE 7650 SW Beveland, Suite 100 EASEMENT ��� ......)...„ / / 4��`\���\*t,4 -i ' k .., l \\'/\`/`\`''��• • %\ \\ r Tigard, Oregon 97223 CLASS "A / %�.. -.-r- \/ / Phone: (503) 443-3900 `�� �1 1 j ,%41S. ,, - // CLASS "B" 3/4"-O" Fax: (503) 443-3700 .�, NATIVE \ �.d. S 8„ FW ` �° I BACKFILL \\ ��\ .`\\� = - /\ \/ ' ,,, ;,,, \ CRUSHED ROCK S LINE �Y • k • TVWD TO INSTALL 1.5" DOMESTIC METER, / %``�, • %` ++i \ \/` \/� GRANULAR BACKFILL PER TVWD DETAIL 605. 2 DOMESTIC RP '! / / ,.�,,••,'••,f•,��;._..:_.._., // I C° _ '; „ TRACER WIRE FOR TV!.'-i!"#77#7#2 =--=-_-_��� � ": • BFP TO BE INSTALLED BY CONTRACTOR. �� �/ `!.'-i!!=!-'!i /\ CONTRACTOR TO COORDINATE WITH TVWD. PIPE DIA. >12" /.t : _ _ ; _ \// 12" Q SS '�, \ 0 PIPE \\ I,f7 \ �� I NES `/O . \k � ` ZONE j�/,� �=;�' *.t ii �//�IPE �OD � w 15504 � olik l'o*40 8" DCDA IN VAULT PER TVWD kA y \\� •-_= f=#= >' �� 6" PIPE BASE .w , Y.= -- - �s.All/AO'r,+iis•ofOlik- STANDARDS. SEE GUN 15 & \k \\/�\j \\\\i. j j`� "lq r0. gg, �.: 17. SEE TVWD DETAIL 810. `� \ 6" PIPE / 6" 25, C)..N>,, 11x6 COALESCING PLATE . \ \ k TYP. 0 TYP. 'SRL KORO OIL-WATER SEPARATOR SS r k\k \ X24" MIN.~ EXPIRES: 6/30/19 8" FW LINE I \ NOTES: 2" DW LINE 40! cj \ 1. PIPE ZONE MATERIAL SHALL BE 3/4"-O" CRUSHED ROCK GRANULAR BACKFILL \k COMPACTED TO 95% OF AASHTO T-99. k SS c \k 2. CLASS "A" NATIVE BACKFILL MAY ONLY BE USED OUTSIDE OF PAVED AREAS AND Client: . • REQUIRES DISTRICT APPROVAL. BACKFILL SHALL BE COMPACTED TO 90% OF AASHTO frif 3 T-99 IN LIFTS NOT EXCEEDING 18" (LOOSE MEASURE). JLR 0 NOTE: SEE CITY OF TIGARD CONSTRUCTION ' 3. CLASS "B" 3/4"-O" CRUSHED ROCK GRANULAR BACKFILL SHALL BE USED WITHIN PAVED SEQUENCING NOTES ON SHEET CO. AREAS. BACKFILL SHALL BE COMPACTED TO 95% OF AASHTO T-99. I SS SS 4. SAWCUT WIDTH AND AC PAVEMENT REPLACEMENT SHALL BE PER APPLICABLE 3 JURISDICTIONAL REQUIREMENTS. SS _ 5. IF THESE SPECIFICATIONS CONFLICT WITH THE SPECIFICATIONS OF ANOTHER APPLICABLE / i 7777 I JURISDICTION, THE MORE STRINGENT SPECIFICATION SHALL GOVERN. 720 NE Grand Ave. PUBLIC WATER CONNECTION DETAIL Tualatin Valley Water District DESIGNED:KLS DATE: 3/1/2018 Portland, Oregon 97232 0TRENTYPICAL DETAIL SCALE: 1" = 10' r� ��. APPROVED: NWA CH BACKFILL 1850 SW 170th Ave. Beaverton,OR 97003201 (503) 848-3000 www.tvwd.org SCALE: NONE Project: New Building �3'-3" STORMFILTER DESIGN TABLE INLET BAY 81 if- TRANSFER HOLE AND COVER - #4 REBAR AT 12" 0.C. u_t I /--- •THE B'x iT PEAK DIVERSION STORMFILTER TREATMENT CAPACITY VARIES BY CARTRIDGE COUNT AND LOCALLY APPROVED SURFACE AREA 1 I SPECIFIC FLOW RATE- PEAK CONVEYANCE CAPACITY TO BE DETERMINED BY ENGINEER OF RECORD. EACH WAY (TYP) •THE PEAK DIVERSION STORMFILTER IS AVAILABLE IN A LEFT INLET(AS SHOWN)OR RIGHT INLET CONFIGURATION. I _Ty •ALL PARTS AND INTERNAL ASSEMBLY PROVIDED BY CONTECH UNLESS OTHERWISE NOTED. ilo_tL -I CARTRIDGE HEIGHT 27" 18" LOW DROP 3" MIN CLEAR 10125 SW Washington Sq. Rd. --i SYSTEM HYDRAULIC DROP(H-REQ'D.MIN.) 3.05' 2.3' 1-8' (TYPICAL-ALL BARS) HEIGHT OF WEIR(W) 2.25' __ _- Portland, Oregon 97223 TREATMENT BY MEDIA SURFACE AREA 2 !ft' 2 gpm/ft' 1 gpm/ft2 2 /IP' 7 /C" 7` \�CTl`�T I CARTRIDGE FLOW RATE(gpm) 22.5 11-2 15 7.5 10 5it/ / /\\ \�� ALTERNATE PIPE LOCATION / / � /� I4*/\/ - - - _I \ ' : , : ti \ 12" MIN. Sheet Title: Eo SITE SPECIFIC ._ '''''"':'''b, DATA REQUIREMENTS \IOM. PIPE OD _ � s�•���� ���•��� � �j� Site Details STRUCTUREIli lD VAULT#1 Cl\ I' • �, �► }� 2 MIN. WATER QUALITY FLOW RATE(cfs) .030 / 4. • `4e.°11.1"No PEAK FLOW RATE(cfs) 3.03 ;/ • / /\ \/�/�\,�\//�/\/� /\ .K/\�\/ - = --`+` RETURN PERIOD OF PEAK FLOW(yrs) 25 ��/,\\ � `y\�j� .,-.<>.\//� �`' _ #OF CARTRIDGES REQUIRED 11 /� /�� -_ L _ s **V CARTRIDGE FLOW RATE 15 gpm SECTION 1 , I c' C ►NTECN O ■I MEDIA TYPE(CSF,PERLITE,ZPG) PERLITE ifti STORMFILTER _s - : CARTRIDGE <�_: .,..:z1.-...r 4 PIPE DATA: I.E. MATERIAL DIAMETER • INLET PIPE 182.55 PVC 15" FILTRATION BAY - OUTLET PIPE 180.25 PVC 15" ,�� j EBAA 1100SDB MID SPAN OUTLET BAY j ��/�RESTRAINT (2) REQUIRED INLET BAY RIM ELEVATION 1 190.75 NO JOINTS ALLOWED ,�-/\�\\/\ /� (11'-0") - FILTER BAY RIM ELEVATION 190 75 /\. ,. \1':4<// 3500 PSI (MINIMUM) PLAN ANT!-FLOTATION BALLAST I WIDTH HEIGHT // // //// ,, ,CONCRETE NOTES/SPECIAL REQUIREMENTS: ,�Qy�,'e/\��y//'`e�/ \yk,011�IN' / /&,/. FRAME AND COVER FRAME AND (DIAMETER VARIES) U 6,111- `f ® rIEL Ami� Revisions: COVER(TYP OF 2) N.T.S. [ ' � 24" MIN. '`, GRADE RINGS/RISERS SEPARATION WALL // / \// 4// ::; � `• / �j� \r/ (TYP OF 2) _ /` /y ,12' MIN \ \ ��/� /, r i - i \�� , l PERFORMANCE SPECIFICATION \ , r '-� /V' #4REBAR 12" O.C. FILTER CARTRIDGES SHALL BE MEDIA FILLED,PASSIVE,SIPHON ACTUATED.RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA / 1,4,„\/•//\.,,*\„ EACH WAY (TYPICAL) INLET PIPE I /--STEPS DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. / SPECIFIC FLOW RATE SHALL BE 2 GPM/SF(MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW(GPM)DIVIDED BY THE NO DIGGING WITHIN 10' N\,> �\�/;�,/)\�` 1 i 7,,, MEDIA SURFACE CONTACT AREA(SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPM/CF OF MEDIA(MAXIMUM). POUR CON CRETE AGAINST WEIR WALL IUNDISTURBED NATIVE SOIL -- 1.GENERAL NOTES rr- � 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHEf2WISE- 1f 111 1 I c, 2. DIMENSIONS MARKED WITH O ARE REFERENCE DIMENSIONS ACTUAL DIMENSIONS MAY VARY, PLAN �)` i ire 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH 4 REPRESENTATIVE www,ContechES.com 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN N OTE: THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT 1. CONCRETE STRADDLE BLOCKS FOR 12" AND LARGER WATER MAINS SHALL BE 5- STRUCTURE SHALL MEET AASHTO####LOAD RATING,ASSUMING EARTH COVER OF 0'-5'AND GROUNDWATER ELEVATION AT,OR I BELOW,THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. DESIGNED AND STAMPED BY THE PROJECT ENGINEER OF RECORD. PROVIDE i 1 Ei r L - - - - I CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. CALCULATIONS FOR REVIEW AND APPROVAL. MILDREN DESIGN GROUP P.C., 2018 L - - - I r INSTALLATION NOTES 2. USE 2" OFFSET OR MANUFACTURER RECOMMENDATION FOR MID-SPAN ALL RIGHTS RESERVED(� A. BASEROCK DEPTH TO BE 6"OF 1"-0"COMPACTED CRUSHED AGGREGATE ON COMPACTED SUBGRADE. RESTRAINT. THESE DRAWINGS ARE THE PROPERTY OF B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER MILDREN DESIGN GROUP, P.C., AND ARE STRUCTURE(LIFTING CLUTCHES PROVIDED). 3. TIE REBAR TO ITSELF TO HOLD FORM, NOT TO BE USED OR REPRODUCED IN ANY OUTLET PIPE STORMFILTER FLOW KIT �SEEINSTALLATION C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL SECTIONS AND ASSEMBLE STRUCTURE. 4. WRAP RESTRAINTS WITH 1 LAYER OF V-B10® POLYETHYLENE ENCASEMENT MANNER, EXCEPT WITH THE PRIOR WRITTEN CARTRIDGE NOTE A D. CONTRACTOR TO PROVIDE,INSTALL,AND GROUT PIPES- MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR. PRIOR TO POURING CONCRETE. EXTEND PE WRAP A MINIMUM OF 6" BEYOND PERMISSION OF MILDREN DESIGN GROUP, P.C. E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. ELEVATION F. CONTRACTOR TO REMOVE THE TRANSFER HOLE COVER WHEN THE SYSTEM IS BROUGHT ONLINE. RESTRAINTS. SECURE TO PIPE WITH 10 MIL PVC PIPE WRAP TAPE. Date: 01 May 2018 QNTECH' Tualatin Valley Water District DESIGNED:KLS DATE: 3/1/2018 Drawn by: Checked by: THE STORMWATER MANAGEMENT STORMFILTER DETAIL , ENGINEERED SOLUTIONS LLC 8' x 11' PEAK DIVERSION STORMFILTER �� ��. 1=1121151511 APPROVED: NWA STRADDLE BLOCK StormFiiter' 11815 NE Glenn Wieling Drive, Portland, OR 97226 STANDARD DETAIL 1850 SW 170th Ave. Beaverton, OR 97003 304 . .,,.., «o,��.M�,." , 800-548-4667 503-240-3393 800-561-1271 FAX (503)848-3000 Www.tvWd.org SCALE: NONE TMR Job Number: 17260 Sheet Permit Submittal - May 2018 C4. 1 he't....---,. MILDREN DESIGN GROUP, P.C. "'M HYDRANT BEHIND CU RB TIGHT SIDEWALK ARCHITECTURE - SPACE PLANNING LIMIT OF REQUIRED 7650 S.W. Beveland, Suite 120 0 W FINISHED GRADE I f 24" MAX Tigard, Oregon 97223-8692 ,n O O 18" MIN CLEAR ZONE ■ ll '► Voice: 503-244-0552 IC111 FIRE HYDRANT 0 I , „T - - O BREAK FLANGE O cl 14 t ` ' "1 .� 4" MIN. 18 MIN Fax: 503-244-0417 r. 2 MAX. 0 , o L--t eq.-- -,---1 . ,� 44, �` )� ` w�a�a�.RaSa.a.r.a.' \ 5 Ill V 11I .11r �� 11. iz. s i oVo 11M 1 - (�` o COo :5--tri O by - A 7 �� �' • KEYNOTES: O f' ! L -I It. . �.. _: • i T.M. RIPPEY A. VALVE (TYP) �j'" �� 1 O �, ;*: = �•'-- '':f•-:?.,11.1=1 r:ri CONSULTING ENGINEERS , a5 A.1. MJ GATE VALVES 8" AND SMALLER. I H h i "'•": ''��i. 6" CLASS 52 DI PIPE �I! I{��[��� I, i "�` -. O i A.2. MJ BUTTERFLY VALVES 10" AND LARGER. © � {i O ;4'� i,_ I _ ��- : � _ 18 -24Beveland, ' • '`y'!�' - 7650 SW Suite 100 1i% i.•- :r.,.- ��. 4 A.3. VALVE SIZE SHALL MATCH MAINLINE SIZE. °:� ■ t��!°'i�,. , v.:-.7/,-; �'� v OR COMPLY WITH r.r.. ,. •� �; ,i Tigard, Oregon 97223 �� A.4. ALL JOINTS SHALL BE RESTRAINED. �i�'� ��'�'"�ljit►, !+ h�� © O LOCAL JURISDICTION CURB FACE OR EDGE Phone: (503) 443-3900 fi. .�, ,,��� �r�.. , A.S. SEE DETAIL 402 FOR VALVE BOX REQUIREMENTS. %.-t o <� rw!��� li i`f•. HYDRANT IN PLANTER STRIP OF STREET. Fax: (503) 443-3700 tj� r�� � ( 1♦ :rto V 18" MIN 10' �. _ 10' --. B. 18"-24 DI TYP. �� i�: - !•,� i' Sr- ��+"�„k,. L -_,_, � �a'V. 1E#I1' 24" MAX • w1 s C. MJ TEE. � � a t 18"}MIN BREAK FLANGE D. MJ CROSS. ,f ►ti I ��%‘,o PROFesJ' ♦ __ 6" MIN •., h ��• � M ,is-� ��i� �* #�. S '% jam♦ . 4 - - _ 4 15504 4 y (0) TYP ��!'•.)01400.4111,414:' if* .►��,����!�!? j�j���`�ii N \liVV �♦1s5 ♦„/ `• v`�ti -.,,.�avw!t._.:1r- 4i KEYNOTES: /�. /� /., /f. /� /.. .../.,/./.././.4//..///././.../.. i, -JIr- Ve)r-lc ox I. h- 1 S"-24" A. EAST JORDAN #77-6 (OR APPROVED EQUAL) VALVE BOX AND COVER WITH "W" KEYNOTES: NOTES: �`1,/ 25,���G na CAST IN TOP SURFACE. VALVE BOX SHALL BE PLUMB, CENTERED ON AXIS OFxx H.---,-. Ile AND SHALL NOT EST ON OPERATING ASSEMBLY. A. VALVE BOX ASSEMBLY PER DETAIL 402. E. 12"X12"X8" CONCRETE PIER BLOCK 1. THE CLEAR ZONE PROHIBITS THE FOLLOWING: qRL KORA ' ~JOPERATING NUT, • VEHICLE PARKING �� B. UNPAVED AREAS ONLY: PROVIDE 4" THICK CONCRETE PAD OVER 4" ON UNDISTURBED NATIVE SOIL. ray , • FENCESr _ COMPACTED 1"-0 CRUSHED ROCK. PAD SHALL EXTEND OF A MINIMUM OF 6" B. 6" GATE VALVE. WRAP TEE, VALVE, I EXPIRES: 6/30/19 -� AND PIPE TO THE FOOT VALVE WITH 3 F. 1-1/2" CLEAN DRAIN ROCK • TREES AROUND VALVE BOXES. REINFORCE CONCRETE WITH #4 REBAR MAX 12" O.C. ® • LARGE BUSHES O CENTERED VERTICALLY IN SLAB. PROVIDE 3" CLEARANCE FROM EDGES AND LAYERS OF V-B10® POLYETHYLENE POCKET. 4 CUBIC FEET MINIMUM. ENCASEMENT PRIOR TO BACKFILLING. MINIMUM 6" ABOVE HYDRANT DRAIN • RETAINING WALLS PENETRATIONS. • ANYTHING ELSE THAT MAY INTERFERE WITH OPERATION OF �, C. 6" TYPE SDR .35 PVC, D3034 PIPE SPACER. LENGTH AS NECESSARY. EXTEND PE WRAP A MINIMUM OF 6" OPENING. WRAP WITH GEOTEXTILE ti" BEYOND TEE. SECURE TO PIPE WITH 10 FABRIC PER TVWD STANDARDS. THE FIRE HYDRANT. D. OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IS 60" OR DEEPER FROM MIL PVC PIPE WRAP TAPE. SEE DETAIL 2. THE CLEAR ZONE ALLOWS THE FOLLOWING: Client: 1 „ -_ ,_, , , , FINISHED GRADE. SEE DETAIL 403. 301. DO NOT WRAP HYDRANT BARREL. G. MAINTAIN MINIMUM CLEAR SPACE IN • LAWN GRASS JT -- E. WRAP VALVE WITH V-BIO® POLYETHYLENE ENCASEMENT, OR APPROVED EQUAL ALL DIRECTIONS PER DETAIL 503. • MULCH LR ..- NOTES: PRIOR TO BACKFILLING. EXTEND POLYETHYLENE 6" MINIMUM BEYOND VALVE AND C. TEE. NEW CONSTRUCTION TEE SHALL PLACEMENT OF CONCRETE AROUND • BARK DUST 800 MAX. SECURE TO PIPE WITH 10 MIL PVC TAPE. SEE DETAIL 301.1. VALVES SHALL BE INSTALLED PER DETAIL 402. BE MJ X MJ X FLG. CONNECTIONS TO HYDRANTS IS PROHIBITED. EXISTING MAINS SHALL BE TAPPING TEE • GROUND COVER 2. ALL VALVES SHALL BE WRAPPED IN POLYETHYLENE F. •VALVES 8" AND SMALLER SHALL BE MU GATE VALVES. VALVES 10" AND • LOW PLANTINGS 11PER DETAIL 302. THRUST BLOCK H. FOLLOW MANUFACTURER PER DETAIL 402. DUCTILE IRON PIPE AND FITTINGS HOWEVER, THE PROPERTY OWNERS SHOULD BE AWARE THE GROUND • SHALL BE WRAPPED IN POLYETHYLENE WHEN LARGER SHALL BE MJ BUTTERFLY VALVES. STANDARD LOCATION FOR REQUIRED ONLY FOR TAPPING TEE. RECOMMENDATIONS FOR BURY LINE COVER COULD BE DAMAGED WHEN THE HYDRANT IS USED OR ��� BUTTERFLY VALVE OPERATORS - NORTH AND EAST SIDE OF MAIN. AND BREAK FLANGE MAX AND MIN. REQUIRED. G. 2" SQUARE OPERATING NUT. D. MECHANICAL JOINT WITH GRIP MAINTAINED. IP 3. BUTTERFLY VALVE OPERATOR NUTS SHALL BE H. 8"x6"PVC SDR35 REDUCER SXS, CONNECT TO D3034 PIPE USING A COMPATIBLE FOLLOWER. ALL JOINTS IN HYDRANT I. NO RISER KITS ON NEW HYDRANT 3. THE CONTRACTOR SHALL INSTALL A BLUE REFLECTOR BUTTON FOR THE ORIENTED ON THE NORTH OR EAST SIDE OF THE PVC CEMENT ASSEMBLY SHALL BE FULLY INSTALLATIONS. FIRE DEPARTMENT AFTER FINAL LIFT OF AC PAVEMENT IS PLACED. MAIN I. COMPACTED ROCK. RESTRAINED. 720 Tualatin Valley Water District DESIGNED: KLS DATE: 3/1/2018 Tualatin Valley Water District DESIGNED: KLS DATE: 3/1/2018 NE Grand Ave. Tualatin Valley Water Distrlct DESIGNED: KLS DATE: 3/1/2018 Tualatin Valley Water District !DESIGNED:KLS DATE: 3/1/2018 Portland, Oregon 97232 r TYPICAL WATER VALVE DETAIL DETAIL FIRE HYDRANT STANDARD DETAIL '- FIRE HYDRANT CLEAR DETAIL \ �A APPROVED:NWA LOCATION \ �� APPROVED: NWA TYPICAL VALVE SETTING Orr! APPROVED: NWA INSTALLATION ` �� !APPROVED:NWA 1850 SW 170th Ave. Beaverton,OR 97006 40 1 1850 SW 170th Ave. Beaverton,OR 97003 402 1850 SW 170th Ave. Beaverton, OR 97003 502 1850 SW 170th Ave. Beaverton,OR 97003 ZONE 503 d.org SCALE:NONE SCALE:NONE SCALE: NONE SCALE:NONE (503)642-1511 www.tvw (503)848-3000 www.tvwd .tvwd.org Project: ■ ■ New Building 2" GATE VALVE �M MOTE: (,- �� /�` MEGA FLANGE SEE NOTE 4. LADDER INSTALLATION MUST COMPLY �' MID-SPAN / COUPLING ADAPTOR cc; THRUST 3'-6" /-DOUBLE CHECK VALVE �� WITH ALL CURRENT OSHA STANDARDS. _ -a, .7-- ) RESTRAINT IrSEE NOTE 1 �) ai /r� _n� LOT TO BE �. ) i � I`�' _ ncl -■J �W) SERVED 40" KN. II ` FLOW �.�1 �� 1�-*1''� IIIAiii 10125 SW Washington S . Rd. z ce w II0 h i "ra 1 iwJ, Q z Portland, Oregon 97223 C..; -J PROPERTY LINE h ; / L_____ � 12" MAX. TO SPOOL FLGxPE JJJ 6j EXTEND DUCTILE IRON PIPE w Q SEE NOTE 2 MIN I - 5' MIN. OUT OF VAULT TO LATH ON PROP. �� TOP RUNG - CI I PROTECT FROM BREAKING ¢ SIDEWALK LINE AT RUE. iI DETECTOR FOR DUE TO VAULT SETTLEMENT. Sheet Title: i FIRE LINES ONLY I II' SUMP PUMP OR SEE NOTE 1. !I �--' "�.-DRAIN PER DETAIL 702 PROPERTY LINE AND = PROPERTY CORNER. 7" MIN. II 4- LADDER MEETING OSHA L..17"[..- �.- r�1 LOT NUMBERS MARKED �, SEE NOTES 2 AND 3. I O I I --J REQUIREMENTS \- Site Details ON FACE OF CURB. !� PLAN VIEW SPECIIFICATION01 AND PLAN SEE NOTE 1. PUBLIC UTILITY_ 15" c \15" 4 I-- EASEMENT MIN i' MIN a WRAP SERVICE PLANCO J r' ' Ar t� 0 DRAIN TO CURB OR 3" MIN i���ii4 �� 1 LINE MIN. 3' WITH 0 3" MIN 6' MAX LI- DAYLIGHT 10-MIL PVC TAPE ..�-~. 0 <� 6" MAX ° _�.?�//�'/ . /�\f II �/� �%/j� SEE DETAIL 301 ,. ,,,. CO / GROUND LINE �`�� `4 4 h- .. /- CO o , .. i0` `i-_,.-�9, - wtt•a•Al11�i�#,���S,V N• ' 30" MIN. CLEAR ° / 3" MIN _ /�y\ .. _,,,�._,_,:,.._.. �• '� DISTANCE TO ANY - `' �� 7��r f CLEARANCE ON �j �/ ISOLATION BALL VALVE OBSTRUCTION _ - 0 : OPENED OS&Y �� / _ VALVE MEGA FLANGE AI -- T = O GI STRADDLE BLOCK SEE NOTE 5 r--16"� • ° / - - 11 COUPLING ADAPTOR METER BOX AND SERVICE PER CURRENT \ ✓ PER DETAIL 304 (TYP) _ INLINE CHECK VALVE 2" DOUBLE STRAP INSTALLATION BY TVWD r I PLUMBING CODE 1II �I°�.I1 110111111 // • iRevisions: TAPPING SADDLE FLow I OR LINE SIZE X 2" t © 12" MIN. ci ill , �.� d�.4� 1'� �II� TEE METER ---,, , c!\ i „ le' ■CONCRETE BALLAST .. " 7RODENT ' .'�.., ' 5EE NOTE 32 IRON BODY 1S �� :�;'�,• �:;. '�: � . x ,.` SCREEN GATE VALVE, -- MIN. - `•707.4.�•707;4 ` I © +kyr•• �s••� •i �r •r •r •r•i �r THREADED RI;a' p,I,>i _ ::. 1L�1 C i • 1f5 15" MIN DEPTH - /. d- 'MI - ELEVATION CRUSHED ROCK FOR ./.....-0.:4,4,;•:' , .•,•: ,_., .•s•z .••,•... .. ..: ... ... .`i% r DRAIN TO DAYLIGHT OR �' KEYNOTES: III DRAINAGE. -.• '4' 'i.-4-"t :4605�j��P S v/: '•1,'..' y` '',ti' , PROVIDE 1/3-HORSEPOWER ELEVATION SIDE VIEW FRONT VIEW G. DRAIN TO CURB OR OTHER LOCATION WITH STAINLESS STEEL SUMP PUMP. A. LOCATE SUMP PUMP AWAY FROM DISTRICT APPROVAL. ELEVATION SEE DETAIL 702 FOR NOTES: PIPING AND DEVICES. 6" DEPTH 3/4"-O" SUMP DETAILS. 1. DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE INTERSECTION OF THE PROPERTY I. RODENT/4"-1SCREEN CRUSHED ROCK B. DRAIN LID CHANNEL TO DAYLIGHT. I. 3/4"-1" CRUSHED ROCK FILL, NO FINES. COMPACTED TO 95% LINE AND THE PUBLIC UTILITY EASEMENT. DEVELOPER'S SURVEYOR SHALL ALSO MARK KEYNOTES: C. SUMP PUMP DISCHARGE PIPING TO CONTRACTOR SHALL PROTECT ALL PIPE, MAX DENSITY THE PROPERTY LINE AND LOT NUMBERS ON THE FACE OF CURB WITH WHITE PAINT. A. LADDER EXTENSION SHALL BE ALUMINUM AND EXTEND 40" ABOVE THE TOP RUNG OF DISCHARGE LOCATION PER PLAN. VALVES, METERS, DEVICES, ETC. WHILE 2. IF PROPERTY CORNER MONUMENTS HAVE NOT BEEN SET AT THE TIME OF WATER THE LADDER. D. ISOLATION BALL VALVE PLACING ROCK. NOTES: SERVICE INSTALLATION, THE DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE E. INLINE CHECK VALVE UTILITY BILCO 1. REFER TO OAR'S FOR ALL CLEARANCES AND B. ATTACH LADDER SUPPORT TO INSIDE FACE OF VAULT COVER OPENING WITH STAINLESS J. MANUFACTURE GRATE WITH CUTOUT FOR TO OHA FOR LIST OF APPROVED ASSEMBLIES PROPERTY CORNER LOCATION ON THE RIGHT-OF-WAY LINE. F. 18" T & GOR B & S ROUND CATCH SIZE VAULT * DOOR fd[LDREN DESIGN GROUP P.c., zola STEEL HARDWARE AS SHOWN. OF RUNG MUST BE SET 7 FROM FACE OF SURFACE DISCHARGE PIPING. GRATE SHALL BE 2. CONTRACTOR TO SEAL ALL OPENINGS IN VAULT ALL RIGHTS RESERVED RJ 3. ORS 92.044(7) PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN 1 FOOT OF BEHIND RUNG. LADDER SHALL BE ON THE SIDE ADJACENT TO THE DOOR HINGE. BASIN WITH FABRICATED GRATE, REMOVABLE WITHOUT DISASSEMBLY OF 3 660-WA J-5AL WITH NON SHRINK GROUT A SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICES C. PROVIDE 15" MINIMUM LATERAL CLEARANCE ON EACH SIDE OF LADDER GALVANIZED AFTER MANUFACTURING. DISCHARGE PIPING. 1 4 577-WA J-5AL 3. CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CU THESE DRAWINGS ARE THE PROPERTY OF MILE AND/OR METER BOXES FOUND TO FALL WITHIN 1 FOOT OF SURVEY MONUMENT PROVIDE 6 - 1" HOLES SPACED K. PROVIDE PERMANENT POWER SOURCE PER 1 6 676-WA J-5AL YDS MIN AROUND BASE OF VAULT WHERE FLOODING NOT DTO EEN EUSED GN GOR REPRODUCED IAND N ANY / D. LADDER SHALL MEET THE REQUIREMENTS OF OSHA AND SHALL BE HOT-DIPPED I 8 687-WA JD-3AL OR HIGH GROUND WATER EXIST MANNER, WITH THE WRITTEN LOCATION. GALVANIZED AFTER FABRICATION. AROUND BASIN 3" ABOVE FLOOR OF LOCAL ELECTRICAL CODES FOR SUMP PUMP. 1 MANNERPERNIS, EXCEPT AA WITH THE PRIORRGROUP, N 4. PLACE BACKFLOW ASSEMBLY AS CLOSE TO METER AS POSSIBLE. ADHERE TO LOCAL E. LADDER SHALL BE ATTACHED TO FLOOR OF VAULT WITH STAINLESS STEEL HARDWARE VAULT. WRAP WITH FILTER FABRIC SECURE POWER CORD TO SUMP PUMP 10 5106--'LA JD--3AL 4. THRUST BLOCK 1'-0" MIN THICKNESS ISOLATION REQUIREMENTS. PER THE MANUFACTURERS RECOMMENDATIONS. TO KEEP GRAVEL OUT OF SUMP. DISCHARGE PIPING WITH NYLON CABLE TIES. * "OR EQUAL" 5. FOR USE ON FIRE SERVICE LINE. Date: 01 May 2018 Tualatin Valley Water District DESIGNED: KLS 1-112" & 2" METER DATE: 3/1/2018 Tualatin Valley Water District DESIGNED:KLS DATE: 3/1/2018 Tualatin Valley Water District1DESIGNED:KLS DATE: 3!112018 Tualatin Valley Water District DESIGNED:KLS DOUBLE CHECK VALVE DATE: 3/1/2018 Drawn by: Checked by: �� s r INSTALLATION WITH DETAIL VAULT LADDER DETAIL DETAIL ASSEMBLY DETAIL I\C~ ' 7 APPROVED: NWA BACKFLOW PREVENTION �� � APPROVED:NWA INSTALLATION 4, M� no IAPPROVED: NWA SUMP PUMP INSTALLATION �\ � APPROVED: NWA OR DOUBLE CHECK 1850 SW 170th Ave. Beaverton, OR 97003 1850 SW 170th Ave. Beaverton,OR 97003 701 1850 SW 170th Ave. Beaverton, OR 97003 1850 SW 170th Ave. Beaverton OR 97003 (503) 848-3000 www.tvwd.org SCALE: NONE DEVICE 605 (503)848-3000 www.tvwd.org SCALE: NONE (503) 848-3000 www.tvwd.org (SCALE: NONE 702 (503)848-3000 www.tvwd.org SCALE: NONE DETECTOR ASSEMBLY SO 1 TMR Job Number: 17260 ■ ■ ■ Sheet Permit Submittal - May 2018 C4.2 zip,. ......„. MILDREN DESIGN GROUP, P.C. ESC PLAN FOR SITES 1 TO 5 ACRES ARCHITECTURE • SPACE PLANNING 7650 S.W. Beveland, Suite 120 Tigard, Oregon 97223-8692 Voice: 503-244-0552 Fax: 503-244-0417 / PROJECT TEAM NARRATIVE DESCRIPTIONS 1M K $�D 1 S� �43,y,„,, • OWNER / APPLICANT CIVIL ENGINEER SURVEYOR EXISTING SITE CONDITIONS T.M. RIPPEY TAX LOTS 100 & 101: EXISTING COMMERCIAL PROPERTY WlTH TWO BUlLDINGS. EXISTING PAVED PARKING LANDSCAPING & �roN DON RASMUSSEN COMPANY TM RIPPEY CONSULTING ENGINEERS WH PACIFIC UTILITIES ASSOCIATED WITH EXISTING COMMERCIAL BUSINESS. CONSULTING ENGINEERS r - -- ! ../ 5*/ SQ. RD. CONTACT: GREG RASMUSSEN CONTACT: KARL KOROCH, PE CONTACT: MATT SIMPSON 7650 SW Beveland, Suite 100 720 NE GRAND AVENUE 765Q SW BEVELAND ST, SUITE 100 9755 SW BARNES RD, STE 300 DEVELOPED CONDITIONS PORTLAND, OR 97232 TIGARD, OR 97223 PORTLAND, OR 97225 TAX LOT 100: ONE BUILDING (EXISTING RESTAURANT) TO REMAIN WITH EXISTING PAVED AUTO PARKING, LANDSCAPING AND Tigard, Oregon 97223 _ P 1 ! PHONE: 503 230 7700 PHONE: 503 443 3900 PHONE: 503 626 0455 ASSOCIATED UTILITIES. Phone: (503) 443-3900 \ EXISTING :510 _,� ��i� Fax: (503) 443-3700 ADJACENT � �� BUILDING TAX LOT 101: TWO BUILDINGS, PAVED AUTO PARKING, LANDSCAPING, AND APPLICABLE UTILITIES ASSOCIATED WITH FULL N ��' N � �. DEVELOPMENT OF THE SITE. O , r, / STANDARD EROSION AND SEDIMENT NTR LPA NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE N . �� � / ,_ CONTROL PLAN DRAWING NOTES * MASS GRADING: MAY 2018 � - _ PROPOSED PROJECT SITE . r.-� `��� �f�S I . 1. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO 16. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION * UTILITY INSTALLATION: MAY-AUGUST 2018 �-, ,a N f �� 4 cjZ IMPLEMENT ANY OF THE CONTROL MEASURES OR PRACTICES DESCRIBED IN MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT * BUILDING CONSTRUCTION: MAY-DECEMBER 2018 �U w+ 15504 4'4.f42 j THE ESCP IS A VIOLATION OF THE PERMIT. RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING FINAL STABILIZATION: DECEMBER 2018 • •� 1 m TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. z 2. THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS cu FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, TOTAL SITE AREA = 315,381 SF = 7.24 ACRES (TAX LOTS 100, 101) \t4 (r--:'%H: " Orr OR H I rl ` 17. IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, ✓Ur �g4\ WY v / ca UPGRADE THESE MEASURES AS NEEDED TO COMPLY WITH ALL APPLICABLE FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT TOTAL DISTURBED AREA = 212,388 SF = 4.87 ACRES Y25'�`Z' 217 LOCAL, STATE, AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS. REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN `SRL KORO) / 3. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, SITE SOIL CLASSIFICATION ESOP REVISIONS IS ONLY UNDER SPECIFIC CONDITIONS. SUBMIT ALL LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A 1 ALOHA SILT LOAM (0-3% SLOPES) EXPIRES: 6/30/19 NECESSARY REVISION TO DEQ OR AGENT. SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT 13 COVE SILTY CLAY LOAM (0-1% SLOPES) SITE MAP SYSTEM. OBTAIN PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. 45B WOODBURN SILT LOAM (3-7% SLOPES) (1E) 4. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO NOT TO SCALE PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. MANUFACTURER'S SPECIFICATIONS. ON-SITE SOILS HAVE A LOW TO MODERATE EROSION POTENTIAL. FILL MATERIAL SHALL BE GENERATED ON-SITE FROM 5. IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL GRADING EXCAVATION, UTILITY TRENCH SPOILS AND FROM AN APPROVED OFF-SITE APPROVED LOCATION TO BE Client: 18. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR DETERMINED BY THE GENERAL CONTRACTOR. D RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES JLR ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE PRESERVED. TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS RECEIVING WATER BODIES WATERS. Gree waq s" (E.G., WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN STORMWATER RUNOFF FROM THE PROPOSED DEVELOPMENT (TAX LOT 101) IS CONVEYED TO PROPOSED UNDERGROUND Park z"` .VI.r,,h,k . - PERIMETER AREAS. 19. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND DETENTION CHAMBERS ON SITE. OVERFLOW IS DIRECTED TO A FLOW CONTROL MANHOLE AND THEN TO A PEAK DIVERSION 7 CREATION OF BARE GROUND DURING WET WEATHER OCTOBER 01 - MAY 31. STORMFILTER VAULT, ULTIMATELY BEING CONVEYED TO THE EXISTING DITCH SYSTEM, SOUTH OF THE SUBJECT SITE. w,c Be"""" 6. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN .ow�k�r �'� p, STORMWATER RUNOFF FROM THE ADJACENT EXISTING DEVELOPMENT (TAX LOT 100) IS CONVEYED TO THE EXISTING �Fs« 1 � I AREAS. RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER 20. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE dge1-60Sthool9 wagh� on q"Arep I PROJECT GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX THIRD OF THE ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL. COLLECTION SYSTEM. THE PROPOSED DEVELOPMENT REROUTES EXISTING PIPING AROUND THE PROPOSED BUILDING TO Inn USED. THEEEXISTING STORM MANHOLE ON THE WEST SIDE OF THE PROPERTY. Pc"Il�•Ro'"° " LOCATION 21. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-CN PERMIT. THIS ESCP AND w 7. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT. AND BEFORE BMP ;- "=F'" ; CONTROL MUST BE IN PLACE BEFORE VEGETATION IS DISTURBED AND MUST REMOVAL. GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200-CN PERMIT 720 NE Grand Ave. a r �:�sa�d��� REMAIN IN PLACE AND BE MAINTAINED, REPAIRED, AND PROMPTLY REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200-CN PERMIT REQUIREMENTS SUPERCEDE Portland, Oregon 97232 TT rdSfalAIM _ IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF 22. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY REQUIREMENTS OF THIS PLAN. CONSTRUCTION, INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND FIFTY PERCENT. SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED / QLes SahwArrl ahTKKCeAr CATCH BASINS AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. PERMITTEES SITE INSPECTOR project: 8. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT 23. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SU City Park y AREAS BEFORE BEGINNING CONCRETE WORK. DIRECT ALL WASH WATER INTO A PERLO CONSTRUCTION QUALIFICATION PROGRAM AND NUMBER: c �ar� ® ® k SITE, MUST BE REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT New Building /'` •„ A, PIT OR LEAK-PROOF CONTAINER. HANDLE WASH WATER AS WASTE, CONCRETE CONTACT: DAVE WHEELER ECO-3-6191520 Oirkse - GastcoWholesale9 DISCHARGE TO WATERS OF THE STATE IS PROHIBITED. RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE 16101 SW 72ND AVE, SUITE 200 n.Nre Park # DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF OR w�In;,nPHONE:NE9 9. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF PIG50397 701 8148 Woodard Park Tigard i IMMEDIATELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES AND FOR STATE LANDS REQUIRED TIMEFRAME. ALL ROADWAYS INCLUDING GRAVEL ROADWAYS. 0 EMAIL: dwheeler@perlo.biz w �� 6 24. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE � � Imp OYCfi�'lPflt WAYS MUST NOT DRY SWEEPING 10. ESTANON-STORMWATERLISH L AND CONTROLS. STORAGE AREAS, AND OTHER PICKUP MUST BE OCCUR.USEDTO VACUUMING RO EASED SEDIMENTS.AND MATERIAL VICINITY MAP BMP MATRIX FOR CONSTRUCTION PHASES (13) 11. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING 25. PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS. REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF AVAILABLE BMPS. NOT TO SCALE BMPS SUCH AS: GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL 10125 SW Washington Sq. Rd. ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE WASH. THESE PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS BMPS MUST BE IN PLACE PRIOR TO LAND-DISTURBING ACTIVITIES. ESTABLISHED. HOWEVER, DO REMOVE ALL TEMPORARY EROSION CONTROL MASS UTILITY STREET FINAL WET WEATHER Portland, Oregon 97223 MEASURES AS EXPOSED AREAS BECOME STABILIZED, UNLESS DOING SO CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION (OCT. 1 TO MAY 31) PROJECT LOCATION 12. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT CONFLICTS WITH LOCAL REQUIREMENTS. PROPERLY DISPOSE OF CONSTRUCTION EROSION PREVENTION 11111111111 TRUCKS OR DRAIN LOADS ON SITE. MATERIALS AND WASTE, INCLUDING SEDIMENT RETAINED BY TEMPORARY BMPS. PRESERVE NATURAL VEGETATION xX X X X x Sheet Title: AT THE NORTHWEST CORNER OF THE INTERSECTION OF SW GREENBURG RD AND BEAVERTON-TIGARD HWY (OR217). 13. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS 26. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO GROUND COVER X x TIGARD, OREGON 97223 FROM SPILLS; VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND LATER THAT SEPTEMBER 1• THE TYPE AND PERCENTAGES OF SEED IN THE HYDRAULIC APPLICATIONS x LATITUDE = 45' 26' 44"N LONGITUDE = 122' 46' 42"W STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE MIX MUST BE IDENTIFIED ON THE PLANS. PLASTIC SHEETING x Erosion HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, MATTING X x AND OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS, 27. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN DUST CONTROL X X x X X PROPERTY DESCRIPTION LEFTOVER PAINTS, SOLVENTS, AND GLUES FROM CONSTRUCTION OPERATIONS. UNDISTURBED, PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT TEMPORARY/ PERMANENT SEEDING x x & Sediment CONTROL BMP I.E. (FILTER BAG). BUFFER ZONE "x X X x X TAX LOTS 100 & 101 LOCATED IN THE NE 1/4 OF NW 1/4 OF SECTION 35, TOWNSHIP 1 SOUTH, 14. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL RANGE 1 WEST, WILLAMETTE MERIDIAN, WASHINGTON COUNTY, OREGON PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL 28. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, SEDIMENT CONTROL 1 Control PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL OCTOBER 01 - MAY 31. SEDIMENT FENCE (PERIMETER) "X X X X VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, SEDIMENT FENCE (INTERIOR) Cover Sheet 29. IF WATER OF THE STATE IS WITHIN THE PROJECT SITE OR WITHIN 50 FEET ATTENTION EXCAVATORS COVERMATERIED SSTOAL IRAGE AREASVERY AND TFOOR WASTRAGE ED NTRANDD LSSUPPLIES. FILTELTER BERM x AND SIGNAGE, AND OF THE PROJECT BOUNDARY, MAINTAIN THE EXISTING NATURAL BUFFER WITHIN sr WATTLES X x THE 50-FOOT ZONE FOR THE DURATION OF THE PERMIT COVERAGE, OR INLET PROTECTION ^�x x x X X X x OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE 15. USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS MAINTAIN LESS THAN THE ENTIRE EXISTING NATURAL BUFFER AND PROVIDE DEWATERING x RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF NEEDED TO AVOID WIND-BLOWN SOIL. ADDITIONAL EROSION AND SEDIMENT CONTROL BMPS. SEDIMENT TRAP THESE RULES FROM THE CENTER BY CALLING 503 232 1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, NATURAL BUFFER ENCROACHMENT *X }x "x *X *X YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503 246 6699. RUN OFF CONTROLNENNRevisions: CONSTRUCTION ENTRANCE "X X X X INSPECTION FREQUENCYPIPE SLOPE DRAIN X X x LOCAL AGENCY-SPECIFIC EROSION CONTROL NOTES OUTLETCPROTECTION X x X X SURFACE ROUGHENING X * HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CHECK DAMS "X X X X 1. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1; THE SITE CONDITION MINIMUM FREQUENCY CONSTRUCTION PERSONNEL THAT INCLUDES THE TYPE AND PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS. INSPECTOR TO DISCUSS EROSION AND SEDIMENT POLLUTION PREVENTION 2. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY 1. ACTIVE PERIOD WEEKLY WHEN STORMWATER RUNOFF, INCLUDING CONTROL MEASURES AND CONSTRUCTION LIMITS. PROPER SIGNAGE X X X X X VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP I.E. (FILTER BAG). RUNOFF FROM SNOW MELT, IS OCCURRING. AT HAZ WASTE MGMT X X X X X 3. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, OCTOBER 01 - MAY 31. LEAST ONCE EVERY MONTH, REGARDLESS OF * ALL INSPECTIONS MUST BE MADE IN ACCORDANCE SPILL KIT ON-SITE X X X X X WHETHER STORMWATER RUNOFF IS OCCURRING. WITH DEQ 1200-CN PERMIT REQUIREMENTS. CONCRETE WASHOUT AREA X X x X X 2. PRIOR TO THE SITE BECOMING INACTIVE OR ONCE TO ENSURE THAT EROSION AND SEDIMENT * INSPECTION LOGS MUST BE KEPT IN ACCORDANCE RATIONALE STATEMENTWITH DEQ'S 1200-CN PERMIT REQUIREMENTS. OTHER: IN ANTICIPATION OF SITE INACCESSIBILITY. CONTROL MEASURES ARE IN WORKING ORDER. ANY A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ GUIDANCE NECESSARY MAINTENANCE AND REPAIR MUST BE * RETAIN A COPY OF THE ESCP AND ALL REVISIONS MADE PRIOR TO LEAVING THE SITE. ON SITE AND MAKE IT AVAILABLE ON REQUEST TO MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. SOME OF THE ABOVE DEQ, AGENT, OR THE LOCAL MUNICIPALITY. DURING LISTED BMP'S WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION 3. INACTIVE PERIODS GREATER THAN 14 ONCE EVERY MONTH. INACTIVE PERIODS OF GREATER THAN SEVEN * ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATER OF THE STATE. MILDREN DESIGN GROUP P.C., 2018 PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONSECUTIVE CALENDAR DAYS. CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT ALL RIGHTS RESERVED CI) CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND OTHER RELATED CONDITIONS, AS THE THE CONSTRUCTION SITE OR AT ANOTHER LOCATION. ** BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. THESE DRAWINGS ARE THE PROPERTY OF PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY 4Z)( 1-' 4. PERIODS DURING WHICH THE SITE IS INACCESSIBLE DUE TO INCLEMENT WEATHER. IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A RELEVANT AND ACCESSIBLE DISCHARGE POINT OR SHEET INDEX MANNER, EXCEPT WITH THEPRIOR WRITTEN PERMISSION OF MILDREN DESIGNNGROUP, P.C. DOWNSTREAM LOCATION. C5 EROSION & SEDIMENT CONTROL COVER SHEET Date: 01 May 2018 THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-CN PERMIT. THIS ESCP AND C5.1 CLEARING & DEMOLITION, MASS GRADING EROSION & SEDIMENT CONTROL PLAN Drawn by: Checked by: GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200-CN PERMIT 5. PERIODS DURING WHICH DISCHARGE IS MONTHLY. RESUME MONITORING IMMEDIATELY UPON REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200-CN PERMIT REQUIREMENTS UNLIKELY DUE TO FROZEN CONDITIONS MELT, OR WHEN WEATHER CONDITIONS MAKE C5.2 GRADING & UTILITY CONSTRUCTION EROSION & SEDIMENT CONTROL PLAN AS KJK SUPERCEDE REQUIREMENTS OF THIS PLAN. DISCHARGES LIKELY. C5.3 EROSION & SEDIMENT CONTROL DETAILS TMR Job Number: 17260 Sheet Permit Submittal - May 2018 C5 -199 may\ \ - �� ` I ►� • \ �� �` • LEGEND ` PROJECT BOUNDARY — — MATERIAL STORAGE AREA = • S PROPERTY LINE - — — — - MILDREN DESIGN GROUP, P.C. SEDIMENT FENCING. TYP. • INLET PROTECTION, TYP. J / sj,yy , ` ARCHITECTURE • SPACE PLANNING EDGE OF PAVEMENT /1/ iii -199 - - 1 iai • gSy��cTOH EXISTING 1' CONTOUR - — — - 144 - — — - 7650 S.W. Beveland, Suite 120 ♦ sQ _ Ti nd Ore on97223-8692 200--- +- 2Q / Rp - - ■ � Ell200t ❑ p..,...,�e _ © �.,,.❑ � �,Q` �� / CONSTRUCTION 4a EXISTNG 5 CONTOUR 145goice: 503-244-0552^"^ �_ ___ __ _ EXISTNG5TQRMSEWER LINESTM19(-1 / ENTRANCE Fax: 503-244-0417 ! 1 I 19g.. - ____. I��IJ / - - - ~- EXISTNGWATERLINE WATERIiij - .• ! -r ` EXISTING SANITARY SEWER LINE SAN IIIIII,11 198` -_ _ ,_--- 199 - - 5Q it f i�9�- ® EXISTING GAS LINE GAS oil 199 19g L_/ 1 VIII, EXISTING OVERHEAD UTILITY WIRE OHW I I t ` I �� EXISTING FEATURE OR CONDITION {E} III ./ ��- - __ - - - -198- L • i. \` ` PROPOSED EROSION CONTROL FENCE -0 0 T.M. RIPPEY ill! 1 111. 1 r 97_ 0 , (`m_Q J _ _ - PROPOSED EROSION CONTROL FENCE -G 0 f - 1 Li , 197- - - WITH ORANGE CONSTRUCTION FENCE X X — CONSULTING ENGINEERS I I I �`' - �_ - Q_ _ — 7 I�f 257 • 7650 SW Beveland, Suite 100 -� T FLOWEXISTING DIRECTIONCE DRAINAGE Tigard, g 11 /1d-d,7 . ' ` Oregon 97223 IPhone: (503) 443-3900 IJ I l c -196- - � II - `196- � Fax: (503) 443-3700 I 1 f I l - - • \ `1 �+ - - -196 1 ` - - _ INLET PROTECTION, SEE 1 ` - -- - - - - - - - �/ DETAIL ON SHEET C5.3 !III l I� 1,,,,,,„..-- -'--..„...s.'-'e: ` :1--:. ©1 I CONSTRUCTION ENTRANCE, .�I11 /I ; ��.\ •-195- ` ' `� `�`�195�� 1g5�- SEE DETAIL ON SHEET C5.3�, fir•�o, �%rc PROFFSII i • �'r� �— / , —195 / � IN� J/o1 J 1 ' � _ / -v wS 15504 �4' y11l ii l 4 — ' y1 — - - � rI % — _ � PRE-CONSTRUCTION, CLEARING N9� i 1 I _l '1 - • - _ _ - :_ (- -, - - - -- • / & DEMOLITION NOTES /r:/q}- I�oROG _,i , I - . / 1. ALL BASE ESC MEASURES (INLET PROTECTION. PERIMETER I EXPIRES: 6/30/19 I i�' `\ / - / SEDIMENT CONTROL. GRAVEL CONSTRUCTION ENTRANCES. ETC) 1 -192- - - - -- -192-,;_-_,,,-4- �� 193 - __ - - / MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL 1' — - - - � - 192- _ ___,_......-\ f - - - / INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION 1 1 1 `• -_ �1/ ACTIVITIES. III 1A . `- — ~ — _ _ �� / 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT Client: _ 1 / / • -191 — - — — — — • 191 - -192 — — — /// FENCE. BERMS CONSTRUCTED OUT OF MULCH. CHIPPINGS. OR — — — __ _F -1g1 — -� �-\ / 3 OTHER SUITABLE MATERIAL. STRAW WATTLES. OR OTHER APPROVED JLR Q / / MATERIALS. J J� r1 I l / 1! � _ - 1 / EXISTING 1-STORY / 19 I ;;r �- —192— — —�' / BUILDING 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, 1 I ' / — �` TO REWJN WETLANDS, AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY I _ / J DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK 1119Q -190�� - 190 191_ - FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN Ir/ Wq T 1 ' - _ ' I THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE 1 11 . ' i �� _ \ CONSTRUCTION BARRIER. • \ - 1 193 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE r BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION �/ / — — 19Q • - - ' \ c OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT 720 NEG n Ave. 1 ,�J� -1� - - - - � , LIMITED TO, STREET SWEEPING. AND VACUUMING, MAY BE rad e 1 ` , — — — — �°� _ �b REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN Portland, Oregon 97232 �( . `�- ' 1 ` ` �. �/ \ 1 �\ �� I ,' FOR THE DURATION OF THE PROJECT. AM, r 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND 1 \ ' ti $ • � 1 �' ,9 - 40 FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION \ �� 190 �� �( �� ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES Project: , Qn • ! L+ j S 158 r I ) INCLUDE: SLOPE DRAINS (WITH OUTLET PROTECTION). CHECK l 4 6 1 1 Y i _ . r/i // \` \ - = 11 DAMS. SURFACE ROUGHENING. AND BANK STABILIZATION. New Building I �1 , 188) \ • I \ - --\` �\ _ ��J97 -w, • t � / % El ,! ' 187---- _ sPeac \` \ ` �` 799 \ -1 • - 7 i `. \ 1. �. � \ zi, -191 2 it, .. z /0-,, ( --_ g. 4 I 'tR� \ '�°'\ 10125 SW Washington Sq. Rd. i I — \ _ X189_ / I Portland, Oregon 97223 \ LC/) \ #7.„ / ! / —1'6x \ l if 41) I.i. Pi 'NIIP '. ..' 4. ' I *, ,, / �`` ` \ \ 4 � ` > \ ..: . / . ., :-., - \ Sheet Title: _ 1 / \\ / • I .., \ 189 - - 184. \ . A / 4 ( •a JVP- ., ii/ • Clearing & Demo, _-\\ ! \ INC? 'may // / . w �8, \\ if. � \i` -188 / .. r - l I �, ,M _ _ _ _ _ Mass Grading ^�-_r%\��\ I \ 1 \ `\�66� \ \ 1 _ ' // \ ID \�4 1// % �`�') '�i; :�, SAN / I �I1► �� _ ,�;� � t -, - - - i �, �!�!��_,$8 _� .r Erosion & Sediment `;�� r d :if / 1 /./ A \ tl to� � - - fControl Plan ��is , .......\�=��'` - - �' / ,1 190 `iur -,,{ �� • irsr, ,I \ i \ / IFAV /— , -....-8? ilrql,A I \ - -177- \ • \ \� � � I/ 1 Vii : / I a _\ \�\ \78\ I �'i� EXISTING 1 STORY ,w �Nfl r \`;\� :' .r \ '189 I ` 11 . BUILDING //'�,��..� -782 '- 4_ \ \ '(E) VEGETATED TO BE REMOVEpft 1$7 - - - r_ / \ .` 176 \\�` 181,E\\� ,.1 \ \\ \ CORRIDOR_ BOUNDARY /•;`I 1 (� le: ' Revisions: \. ly \ 80� \� 185_ / \ ��.� X188 - _ ,' / , . f _ \`9/ ® \ \ - `1$8- • j l SEDIMENT FENCING. TYP. N 11$ �7��.\� � � _ � /« 4~ � / EROSION CONTROL FENCE : = \ 10)• ,N ; A Jilt / \\ 8\ a . (� \ I , 1 WITH CONSTRUCTION FENCE �' �� - ` ` \ ` - k.11. 7%-.._;.' /. � \ _ , , • . . .4 . . --)4* i - � J - 186- � 0'16? ,, „� (E) VEGETATED �� �\ iv40, . -_� j8i �� '\ - - _ 188 �� /��] CORRIDOR BOUNDARY ' ft, , ___. . ~176 ~=1, - - - . _ 41- , ' : ��' • ' '\,,_., '''''4, 4.4%., \1) ''' 4 10,-',--- ' ----;"-- ,, , - ....:"-- , ---' , 1.(4:111111111ribfr Al*1 \bb"'"- -'-,....7----„,..„0 -, / 6)0, _ - 83 83_ 84 _ f l i1 ,= �1 *V 0 41,60.-N � �--_,:::--.'_85.1.::_ �_t'- f ` ` i� `tea •�� `--�- �\ , k, / / ' �r7$� _ � _\•/`� \ � \ _ 0 ____ =___ _,SI H •a'%/ / / / -` 1 &� 4. 1$ �� / MILDREN DESIGN GROUP P.C., 2018 - ,- 141g7-4.4400 ^ 1) \ Q4*" -DirCH `3- \, _ / l / 7 / ALL RIGHTS RESERVED Q) `179 — _ — / I — — ___C1.5 _0 K.'!f l'-','-"1 / THESE DRAWINGS ARE THE PROPERTY OF (E) WETLAND BOUNDARY -~180 — —= — — °'- — - _ i I / / - r"-- I _ MILDREN DESIGN) GROUP, P.C., AND ARE NOT TO BE USED 0R REPRODUCED IN ANY __� �� - - -~ \ -r ,— 184 I / / 1 MANNER, EXCEPT WITH THE PRIOR WRITTEN �� �~ - - ` I 1 I I / / PERMISSION OF MILDREN DESIGN GROUP, P.C. (E) VEGETATED 1 -- - — 179 �� ��o 8J_ I J CORRIDOR BOUNDARY -__.--i-_-:-/-7== _— �~rdn _ _ _ — -1g2�// /%//J Date: O 1 May 2018 — 1 _ / ice / ` � — - - ,-----:=N__8198- - 18 =� v- -------------===•._-_-- � (E) VEGETATED EROSION CONTROL FENCE —� -184-- _ - CORRIDOR BOUNDARY �// Drawn by: Checked by: WITH CONSTRUCTION FENCE �_. -�-- -d5� " -- --7--- :- - - -1-7-A--_-_-_-_— __oR i./Em,27j - — 186 187 ��%� / / AS KJK (E) WETLAND BOUNDARY - -��188,1g9- `��� TMR Job Number: 17260 19-6-2--,---_,--- / 1" = Sheet SCALE: 30 0 15 30 60 Permit Submittal - May 2018 C5. 1 --- 11-1991•.'y\ \ LEGEND MATERIAL STORAGE AREA PROJECT BOUNDARY ------ -- -- PROPOSED SURFACE DRAINAGE7,-it4'' PROPERTY LINE - - - -.-- - FLOW DIRECTION MILDREN DESIGN GROUP, P.C. - - SEDIMENT FENCING. TYP, INLET PROTECTION. TYP. / \ sWW� EDGE OF PAVEMENTINLET ARCHITECTURE SPACE PLAIVNI1�1c -' ' .3 y���ToN EXISTING 1' CONTOUR DETAIL ON SHEET C5 3 III7650 S.W. Beveland, Suite 120 / -2Oo - !P' - _ �_..._.... 199 Sq ION, SEE ^^^ ~� 2ao �20U ` ' ---ate - C / >_} ��� 'f CONSTRUCTION ` A'o4o EXISTING 5' CONTOUR - v v Tigard, Oregon 97223-8692 199- ) ENTRANCE PROPOSED 1' CONTOUR 144 CONSTRUCTION ENTRANCE �� .� Voice: 503-244-0552 IlIfu �J ry,- k199J - - SEE DETAIL ON SHEET C5.3 Fax: 503-24 - f11� J " 'SD- - / N "` PROPOSED 5 CONTOUR 145 4 041Hit . çSD \ PRTMER LINE SD_ PROPOSED WA. liZI 1M K - '= i ----m,. --. , , DETAIL ON SHEET C5.3 1 I !� , ` - 198 - �` I �°' PROPOSED SANITARY SEWER LINE SS III '` - ��..•,,,,.;„ CONCRETE WASHOUT I 'N.1111177 :, EXISTING FEATURE OR CONDITION E � ) MATERIAL STORAGE AREA +�� + 1: r.,,-,---- ,- ` - ~ �` - _ �'cU II - i,1 '�' PROPOSED EROSION CONTROL FENCE -0 Q f / T.M. RIPPEY III f ' 7 � / =� 1�` - - - PROPOSED EROSION CONTROL FENCE X X I 1 j im1\:£1i �� ` - -- - - 1 - r� ,,,- I 197 WITH ORANGE CONSTRUCTION FENCE -Q a CONSULTING ENGINEERS 1I - - - � P - -- - -Nt't -197 .�' 25'� f 1 /� ' 7650 SW Beveland, Suite 100 l 1 1 l z: _ _ j - --, X•'' g g Tigard, Oregon 97223 �� 1� -,$s -I - 4/04., EROSION AND SEDIMENT Phone: (503) 443-3900 \ \II !' 1ss Fax: (503) 443-3700 lr�r _ CONTROL BMP IMPLEMENTATION 1 Il J /I 41 9 F c9 �1g5- -r-blue VANE,:::, 4Iploi. ii 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT J 11 11 >>� ` p I �� ' CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, - I -1 FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO �p PROF I a • r.____----___ ;9944-------%••••._ ' COMMENCEMENT OF CONSTRUCTION ACTIVITIES. �CC� Fn ' 2. 'STOCK Pi � �y� I NES f/�f lLE AREA 1 SHALL BE MOVED TO STOCK PILE AREA 2 1 j , ) 1' a 1 J ! _ _194 - d FOLLOWING THE EXCAVATION CUT ACTIVITIES. w 155Q4 3. THE 'STAGING, EQUIPMENT MAINTENANCE, FUELING, PORTA-POTTY, AND ,� I �I }� X194 -� - - r " _ _�94 I SOLID WASTE AREA 1' SHALL BE MOVED TO 'STAGING, EQUIPMENT o ON I I - /r-- ♦ - - - - r - ' MAINTENANCE, FUELING, PORTA-POTTY, AND SOLID WASTE AREA 2' GAY 25 ,q� I 1 93 >� / o, ,. FOLLOWING EXCAVATION 'CUT' ACTIVITIES. x` 1 s2- G 0��„7 ( i'° ' I d1 193 \ 4. ALL 'SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)' SHALL BE SRI` KORO �\,/ 1 INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE it 1 �� X193 \\ `` `' ��� / _' • _ _ , AS SHOWN ON THESE PLANS. I EXPIRES: 6/30/19 ' r 193 / 1 4ft ` 5. LONG TERM SLOPE STABILIZATION MEASURES INCLUDING MATTING SHALL 1 / / ..d9-- ` ( � 19 1 l ' - - BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. j , r " V_ / O _ I 6. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED 1 1 1 �, �,92� \ 1 192 PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. / / _ - 1�♦ --- T.i.i / Client: / I7. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING j1 1 t �j..♦�, � 1 _ Z3 ACTIVITIES. T R / �' . �� - N EXISTING 1-STORYg�,/ ¢ ���..♦♦, 11 • \ ` „�9�- - BUILDING //// 1 1 r-•191 I - - - - r �.. ♦, ' TO REMNN 111 ' ''♦�� ��' `� '�°~ _ GRADING, STREET AND UTILITY r 9qr ;, ♦•��it ,� \�♦ - /, EROSION AND SEDIMENT ,�N•ed c ♦♦��� o '`� , - , CONSTRUCTIApaeh� \ ' 193 ON NOTES 1 $ 10.11A. �/ �/ / ' i r t \\I 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE I -, -"t- - s� _ ♦ . , _ 18• -- \ !. \ COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS OTHERWISE 720 NE Grand Ave. - i ♦ �. ` AUTHORIZED: 4 1 ♦♦•♦*���� - I , i' \ ` �' A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE Portland, Oregon 97232 • RESTORATION PLAN FOR APPROPRIATE SEED MIX. COORDINATE WITH y } j - - - J0 �!.� tAt --., . 'S./ :--7.1 toLANDSCAPE DE5IGNER FOR APPROPRIATE SEE MIX AND APPROPRIATE - &a,7 I `��♦�.� Q � \ Mr ZgTIMING OF SEED PLANTING. Q•����• �.� 1� \ 190 J 2� j B. DWARF GRASS MIX (MIN. 10D LB./AC.4� , 1� /����i��� ♦♦� :I O : . \ 1. DWARF PERENNIAL RYEGRASS 80�)BY WEIGHT) Project: -- 6.. 7 �� _- ____ / ���, ♦ 4 1,' / S is I ,l�' (tI - \ ��� i� ♦♦ ♦ i �� ' S �`, 2. CREEPING REI? FESCUE {20% BY WEIGHT} 1 - _ _�, ♦ � `► #7 ..,.,. _ -- `11 C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) N 1 " ' ;8' ` ` ����. *� �► `� " A� �` 1. ANNUAL RYEGRASS (40% BY WEIGHT) New Building t _1-1� � y -- ----- � � 1 ~ -' • � Q t411V p � �� 1 � 190 • �, 79 s � , �ist � 2. TURF-TYPE FESCUE {60% 8Y WEIGHT} ' S� � 1 ` p \ 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEPING SHALL HAVE THE 1 � 1 �' 1/0;; Pkelft.owit ........,. MILDREN DESIGN GROUP, P.C. FOR FURTHER INFORMATION FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE ARCHITECTURESPACE I?I-,ANIVIIVG CHAPTER 4 OF CLEAN WATER CHAPTER OF CLEAN WATER p 7650 S.W. Beveland, Suite 120 SERVICES EROSION PREVENTION SERVICES EROSION PREVENTION - AND SEDIMENT CONTROL AND SEDIMENT D CONTROL e0��� 0000..4° ANGLE FILTER FABRIC FENCE TO Tigard, Oregon 97223-8692 PLANNING AND DESIGN MANUAL. PLANNING AND DESIGN MANUAL. F�c`'�GF�'ED So. ASSURE SOIL IS TRAPPED Voice: 503-244--0552 Q Ay O PG , :Q PA, �\,-0-'P�o - ] Fax: 503-244 0417 E pP • i 1 • tS -1 1M 1\ o . p. : /0 RADIUS = 25' MIN. ' ,-- • #'A T.M. RIPPEY x I 1�� CONSULTING ENGINEERS CLEAN PIT RUN OR 3"- 6" CLEAN ROCK p��'I RO���• �0c G�Fi�� INTERLOCKED ATTACH PLAN VIEW_ MINIMUM 12" OVERLAP P��o���s�I� NOT TO SCALE 7650 SW Beveland, Suite 100 OF SEAMS. SUBGRADE REINFORCEMENT �NC'�p* Tigard, Oregon 97223 GEOTEXTILE, AS REQUIRED �� Phone: (503) 443-3900 . ++ +i+•a r a + + ++ SEE NOTE NO. 3 8" MIN. USE STITCHED LOOPS Fax: (503) 443-3700 + + + + • + * + + + + + + + + + + + + + + + + + + + + + + + + + + DEPTH • • • • • • 3' MINIMUM OVER 2"x 2" POSTS NOTES: •+*.*.'. *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL FROM TOE SLOPE. _ OVER +, \ 1. BURY BOTTOM OF FILTER FABRIC 6" + + + + + + + + + ++ ++ + + + « + + + . + �, + ' 1 VERTICALLY BELOW FINISHED GRADE. +•+ + # # a + + • + t ++ + GRAVEL CONSTRUCTION , 2,�6„ 2. 2"X 2" FIR, PINE OR STEEL FENCE D �� + } + + + + + + ENTRANCE CURB RAMP [- •+«++ + « + * +ia a + + + + + + + • + + + + + + + 4 _O., POSTS. ��� �C, 'J, + + + . a•. . + + + + +• + + *•+ + +•+ + +++ + + '� 3. POSTS TO BE INSTALLED ON UPHILL QCs I N�'�, �, + + + r + + ,♦ +++}+ + a + PAVEMENT `'/44 SIDE OF SLOPE. ,44 15504 y a • a4. COMPACT BATH SIDES OF FILTER r j �'� FABRIC TRENCH. , �v .16 a , I \_ 6" 5. PANELS MUST BE PLACED + i # + + + • + ++++ _ + / / //\/ //\/ / I\-/\/\/`/`:..-...-.4..1:....,.........::::,..f.74:;1',1-,..'. l • -�.�a�,Iw.I.V..-ya, ..5�% �'F.�.`w4y. 1n'$=,e:R1•� �\� \� \� * `'' FILTER FABRIC /� ACCORDING TO SPACING ON DETAIL 0' ON/�//// // / / / J / / / /\/' Sdc;.n_t�. `fa ":�.s=._ - ' ' .\\� \\ \\/\\/\\/\/ \ \� .{ ...�.:, +. MAT r N0.940 `'� ���/ ERIAL 36"-,Il�j + ++ + + + i ; + + + + + + %'�/��%C.0/\/%�/%//\/\//\ , °•' : �,• •4 . WIDE ROLLS. r25,-III, ++« {+. + . + .•*+ ++ + + + . i ' /�\• / ,/�; . -1. - • - ++r i I-E i i-E i i- -i I I-1 _ !1=i 11=111_ \ ;�\/�j�/�Vr�4 +Y .�,° e •• '-•.' PROFILE '9,QL K Q O `: ' '�1 NOT TO SCALE I EXPIRES: 6/30/19 EROSION CONTROL BARRIER NOTES: J♦, r REQUIRED 10 TOE OF SLOPE. :ii :•iii*: iii❖ii•Jii*iiiiii+ii•eiis+iisiiiii iii ••••• ••••❖•••+•••••••••••••❖••••••••••••••••••••*••••••••••••••••••••••••�•�•••••• •+••• 1. THE ENTRANCE SHALL BE MAINTAINED I N A CONDITION THAT WILL PREVENT TRACKING OR FLOWING ::: . •+•••••••••••••'.4•44....:*''•..=:'•+•••••••••••••••••••••'•••:40,1••••••+••• ak PLASTIC SHEETINGOF SEDIMENT ONTO PUBLIC RIGHT-OE-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR •.•.0t ..• � .•.•:� * .4.4..•p':�•�•.%••••••• Vit FILTER FABRIC MATERIAL .. •.+...++.••.•••••••.•++•.•.,10••..•• ,:46: ..• Client: 2'-6" •�•�� ••••• •••••••••••••• ••••••••••••••••••••••••••••••••••••••••••••••••••••• 36" WIDE ROLLS CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. •+•••.; •••,6 •••••❖.••o••••o•oo••••••••••••❖•••••••••••••+•••••••••••p❖•,•r. -61 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. ``... +.....,:•:4:'.::.•..::.....:.+.....*'.:....+0:4:4:• 4040 +: 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE 4'-0 T R •... •••••••i i•••••••••:•••••••••••i6•••••1.0.••••••••••••••••••••++i4.X.••••i i ••• J L 1 L THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. •" *A,••; hloomi."*""1"1"----- M11_DREN DESIGN GROUP, P.C. ARCI IITECTURE • SPACE PLANNING 7650 S.W. Beveland, Suite 120 Tigard, Oregon 97223-8692 Voice: 503-244-0552 Fax: 503-244-0417 1M 1\ T.M. RIPPEY CONSULTING ENGINEERS 7650 SW Beveland, Suite 100 Tigard, Oregon 97223 Phone: (503) 443-3900 I 1 it 1 ik / Fax: (503) 443-3700 l . 1 1\ ` 1 ' 11 k 8...._ lik 1 im/ l \ 0 �1 0 P° 1NRr "r--J ,� �� / ��Ico i • ilkoo• Is41; co _ I I ll \ I I 1 ' S \ \\ \\ i \ ` \ x \ \ I \ \ f Client: \ •\ \ \ I \ \ \co 1• \ :iiiss 190 / \\\ \ \ -- - - - ` - J -185 I /\ IL t-17 I _ i ; - I .J � � _ _ - ` STA 116+12.5. 67' RT I. 1 �� 1 - 192.17BWALK r \ d )c I ` I _� i - - - - ]gg_ BEGIN TRANSITION I / 191 ._�, - ❑ _ - ` - - _ -� I ,__ \ STA 115+00. 62' RT I I 720 NE Grand Ave. - - - - - _ 1 �t (E) UTILITY POLE, RELOCATE Portland, Oregon 97232 FFE 191 .25 ` - OSTA11 - - - 4+6 6 RTg - ` - - _ 191.986WALK = _ ` ~2 i \ I 1 ' I X L - � -_ ` 1 , X� 1116 - - - - - _ SSCO (ON-SITE) 67' RT _ _ _ J ^ X F - - , ` - _ _ -, __ -._ 1E 179.00 -STProject: A 114+68. RELOCATED UTILITY POLE 4 OH W _ - - -STA 116+27.5. 62' RT 7 - --- - __ 1 -': s! I I I I -- -` - 1�' 191.75BWALK �- , - - j . - FROM STA 115+00, 62 RT L - - 1 (E) UTILITY POLE, PROTECT \ 192 - 91,25 IE 185.50 12 SD) (E) J _ 191.07 ` - 191 INSTALL NEW LUMINAIRE. o � New Building -QkiW \,e DURING CONSTRUCTION. j "z_ - --, ` 1 - - - - y IE 178.80 �6 SS} NEW , INSTALL NEW LUMINAIRE. I- i 1--- 1 2 _ fit - -- - i - - - - - - - - ._ - _ _ ' , PUBLIC SIDEWALK EASEMENT` -- - - -- -190 190.73 190.79 n i OHV/ - = V� _ _ A 0 OH - - CHW ---- HW 7 �_ rn STM °-� MATCH (E) ini STA 114+59, 64' RT �9 (E) STREET SIGN STM - - I� •• __�.� s r'� ■�-- -- IV - STA 116+84. 58' RT STA 116+28.5 60.5' RT / (E) PUBLIC SDMH _ 190.89TC E)-MATCH - - - 10125 SW Washington Sq. Rd. 192.37BWALK(E�-MATCH 192.30TC(E)- MATCH``�- 191•SOTC'E}-MATCH 1 g0.35G(E) 190.57TC(E)-MATCH / RIM 193.70 END SIDEWALK 191.800(E) 191.20G E) 189.99G(E) STA 115+04.5, 53' RT STA 114+68.5 53' RT Portland, Oregon 97223 CONSTRUCTION u) (E) CURB INLET (E) CURB INLET STM0 LID EL. 190.58 LID EL. 190.58 GUTTER EL. 189.80 GUTTER EL. 189.87 Sflvf IE IN 185.40 (12" NORTH) 1E OUT 186.10 (12" SOUTH) Sheet Title: S-IE OUT 185.10 (12" SE) - STA 114+73. 53' RT Z 190.49TC(E)-MATCH Public STA 115+17, 40' RT 189.95G(E) (E) PUBLIC SDMH END SIDEWALK Improvement RIM 190.45 CONSTRUCTION IE IN 184.55 (18" SOUTH) 6" SS CO 2% IE IN 184.55 (18" NW) In 55 LF. SEE IE OUT 184.45 (18" NORTH) cn GUN 24. Plan SW GREENBURG ROAD Revisions: SAN STA 115+00.5, 11' RT /t.)\ - SAN SAN SAN (E) 48" PUBLIC SSMH (SS 35 BD) RIM 191.10 ! 117+00IE IN 177.90 6" W NEW - - - 1 - - -- - IE IN 177.40 8" N - - - Vr I - - - --- -I - IE IN 177.35 6" W E I - - - - + - - - - 116+00 IE IN 177.25 8" S E 115+00 114 IE OUT 177.15 (8" E) E) 4 SEE GUN 24. 0 tn `p 37- L MILDREN DESIGN GROUP P.C., 2018 ALL RIGHTS RESERVED I, THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY NOTES: MANNER, EXCEPT WITH THE PRIOR WRITTEN SW GREENBURG ROAD CENTERLINE STATIONING BASED ON PERMISSION Of MILDREN DESIGN GROUP, P.C. • INFORMATION ON THE TOPOGRAPHIC SURVEY PROVIDED Date: 01 May 2018 BY WH PACIFIC, DATED APRIL 2017. • ELEVATIONS DEPICTED HEREIN ARE BASED UPON THE Drawn by: Checked by: WASHINGTON COUNTY VERTICAL DATUM. AS KJK z TMR Job Number: 17260 SCALE: 1" = 10' Sheet , \ lEll limniniio Permit Submittal - May 2018 C6